TY  - JOUR
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
AU  - Đoković, Ksenija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/493
AB  - The paper shows the comparative analysis of behavior and bearing capacity of piles examined using the Dynamic Load Test (DLT) according to Static Load Test (SLT) results. The pile testing methodology is based on the existing ASTM standards and experiences of the authors of the paper. The pile tests were carried out using counterweights, reactive system, dynamic testing equipment, hardware and software for SLT and DLT. The data obtained by testing were statis-tically processed, and also a regression analysis of the linear function was conducted, resulting in the creation of the model for the change of mobilized static bearing capacity from DLT according to SLT. In addition, a procedure for correcting the solution of mobilized static bearing capacity from DLT according to SLT, is made by observing provisions of standard EN 1997-1:2004, so the average deviation of solutions from DLT according to SLT is reduced. Apart from that, through iterations, the value of correlation factor ξ5 is determined, taking into consideration solutions presented by SLT and DLT of piles of the real structures.
T2  - Structural Integrity and Life, Special Issue
T1  - Procedure for correction of bearing capacity of piles examined by the Dynamic Load Test (DLT) according to the Static Load Test (SLT)
EP  - 68
SP  - 53
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_rims_493
ER  - 

@article{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko and Đoković, Ksenija",
year = "2023",
abstract = "The paper shows the comparative analysis of behavior and bearing capacity of piles examined using the Dynamic Load Test (DLT) according to Static Load Test (SLT) results. The pile testing methodology is based on the existing ASTM standards and experiences of the authors of the paper. The pile tests were carried out using counterweights, reactive system, dynamic testing equipment, hardware and software for SLT and DLT. The data obtained by testing were statis-tically processed, and also a regression analysis of the linear function was conducted, resulting in the creation of the model for the change of mobilized static bearing capacity from DLT according to SLT. In addition, a procedure for correcting the solution of mobilized static bearing capacity from DLT according to SLT, is made by observing provisions of standard EN 1997-1:2004, so the average deviation of solutions from DLT according to SLT is reduced. Apart from that, through iterations, the value of correlation factor ξ5 is determined, taking into consideration solutions presented by SLT and DLT of piles of the real structures.",
journal = "Structural Integrity and Life, Special Issue",
title = "Procedure for correction of bearing capacity of piles examined by the Dynamic Load Test (DLT) according to the Static Load Test (SLT)",
pages = "68-53",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_rims_493"
}

Ćosić, M., Šušić, N., Prica, M.,& Đoković, K.. (2023). Procedure for correction of bearing capacity of piles examined by the Dynamic Load Test (DLT) according to the Static Load Test (SLT). in Structural Integrity and Life, Special Issue, 23, 53-68.
https://hdl.handle.net/21.15107/rcub_rims_493

Ćosić M, Šušić N, Prica M, Đoković K. Procedure for correction of bearing capacity of piles examined by the Dynamic Load Test (DLT) according to the Static Load Test (SLT). in Structural Integrity and Life, Special Issue. 2023;23:53-68.
https://hdl.handle.net/21.15107/rcub_rims_493 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, Đoković, Ksenija, "Procedure for correction of bearing capacity of piles examined by the Dynamic Load Test (DLT) according to the Static Load Test (SLT)" in Structural Integrity and Life, Special Issue, 23 (2023):53-68,
https://hdl.handle.net/21.15107/rcub_rims_493 .

TY  - JOUR
AU  - Đoković, Ksenija
AU  - Šušić, Nenad
AU  - Ćosić, Mladen
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/492
AB  - The application of dispersive soil can result in various types of damage, and even the collapse of embanked build-ings if it is not identified. Dispersive soils cannot be uniquely identified by visual identification in the field, or by usual standard methods used for soil identification in the geo-mechanical laboratory. The paper presents the results of laboratory geomechanical tests aimed at identifying and classifying erodible dispersive fine-grained soil. The tests were carried out using the crumb test, the double hydrometer test (SCS), and the pinhole test on samples: sandy clay embankment dams of ‘Rovni’, loess from different locations (Zemun, Novi Beograd, Titel, Kelebija, Srbobran, Slanka-men, Ruma, Mali Iđoš) and kaolinite sandy clay deposits Grabež - Aranđelovac. The possibility of improving disper-sive soil by adding fly ash was also analyzed. Pinhole tests on dispersive soil samples with the addition of 10, 30 and 50 % ash showed that there was a decrease in dispersivity of natural soil for one to two dispersion classes.
T2  - Integritet i vek konstrukcija, specijalno izdanje
T1  - Dispersive Soils: Properties, Identification, Classification and Stabilization
EP  - 52
SP  - 47
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_rims_492
ER  - 

@article{
author = "Đoković, Ksenija and Šušić, Nenad and Ćosić, Mladen",
year = "2023",
abstract = "The application of dispersive soil can result in various types of damage, and even the collapse of embanked build-ings if it is not identified. Dispersive soils cannot be uniquely identified by visual identification in the field, or by usual standard methods used for soil identification in the geo-mechanical laboratory. The paper presents the results of laboratory geomechanical tests aimed at identifying and classifying erodible dispersive fine-grained soil. The tests were carried out using the crumb test, the double hydrometer test (SCS), and the pinhole test on samples: sandy clay embankment dams of ‘Rovni’, loess from different locations (Zemun, Novi Beograd, Titel, Kelebija, Srbobran, Slanka-men, Ruma, Mali Iđoš) and kaolinite sandy clay deposits Grabež - Aranđelovac. The possibility of improving disper-sive soil by adding fly ash was also analyzed. Pinhole tests on dispersive soil samples with the addition of 10, 30 and 50 % ash showed that there was a decrease in dispersivity of natural soil for one to two dispersion classes.",
journal = "Integritet i vek konstrukcija, specijalno izdanje",
title = "Dispersive Soils: Properties, Identification, Classification and Stabilization",
pages = "52-47",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_rims_492"
}

Đoković, K., Šušić, N.,& Ćosić, M.. (2023). Dispersive Soils: Properties, Identification, Classification and Stabilization. in Integritet i vek konstrukcija, specijalno izdanje, 23, 47-52.
https://hdl.handle.net/21.15107/rcub_rims_492

Đoković K, Šušić N, Ćosić M. Dispersive Soils: Properties, Identification, Classification and Stabilization. in Integritet i vek konstrukcija, specijalno izdanje. 2023;23:47-52.
https://hdl.handle.net/21.15107/rcub_rims_492 .

Đoković, Ksenija, Šušić, Nenad, Ćosić, Mladen, "Dispersive Soils: Properties, Identification, Classification and Stabilization" in Integritet i vek konstrukcija, specijalno izdanje, 23 (2023):47-52,
https://hdl.handle.net/21.15107/rcub_rims_492 .

TY  - JOUR
AU  - Šušić, Nenad
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/491
AB  - Razvojem građevinskog konstrukterstva, projektovanja i izgradnje objekata pod rukovodstvom vrhunskih stručnjaka Instituta IMS, u vreme postojanja Jugoslavije, razvijala se i svest o potrebi uvođenja geotehničkog inženjerstva u okviru instituta. S obzirom da su se, u fazi projektovanja, pojavlji-vali problemi na koje je trebalo dati odgovore po pitanju fundiranja objekata, to se vremenom javljala i potreba za uvođenjem geotehničkog inženjerstva kao posebnog centra u okviru Instituta IMS. U tom smislu, paralelno sa razvojem i implementacijom geotehničkog inženjerstva, stvarana su i nova iskustva u ovoj multidisciplinarnoj kompleksnoj oblasti koja povezuje građevinarstvo i geologiju. Hronološki posma-trano geotehničko inženjerstvo u Institutu IMS može se pode-liti na tri vremenska perioda: prošlost 1948-2000.god. kao period razvoja, implementacije i projektovanja građevin-skih i geotehničkih konstrukcija, sadašnjost 2000-2023. god, period uvođenja multidisciplinarnih savremenih metoda ispi-tivanja tla i geotehničkih konstrukcija uzimajući u obzir soft-versko-hardverski inženjering, i budućnost od 2023. god. kao period značajnije primene informatičkih tehnologija i siste-ma u rešavanju geotehničkih problema.
T2  - Integritet i vek konstrukcija, specijalno izdanje
T1  - Geotehničko inženjerstvo instituta za ispitivanje materijala IMS
EP  - 46
SP  - 41
VL  - 23
UR  - https://hdl.handle.net/21.15107/rcub_rims_491
ER  - 

@article{
author = "Šušić, Nenad",
year = "2023",
abstract = "Razvojem građevinskog konstrukterstva, projektovanja i izgradnje objekata pod rukovodstvom vrhunskih stručnjaka Instituta IMS, u vreme postojanja Jugoslavije, razvijala se i svest o potrebi uvođenja geotehničkog inženjerstva u okviru instituta. S obzirom da su se, u fazi projektovanja, pojavlji-vali problemi na koje je trebalo dati odgovore po pitanju fundiranja objekata, to se vremenom javljala i potreba za uvođenjem geotehničkog inženjerstva kao posebnog centra u okviru Instituta IMS. U tom smislu, paralelno sa razvojem i implementacijom geotehničkog inženjerstva, stvarana su i nova iskustva u ovoj multidisciplinarnoj kompleksnoj oblasti koja povezuje građevinarstvo i geologiju. Hronološki posma-trano geotehničko inženjerstvo u Institutu IMS može se pode-liti na tri vremenska perioda: prošlost 1948-2000.god. kao period razvoja, implementacije i projektovanja građevin-skih i geotehničkih konstrukcija, sadašnjost 2000-2023. god, period uvođenja multidisciplinarnih savremenih metoda ispi-tivanja tla i geotehničkih konstrukcija uzimajući u obzir soft-versko-hardverski inženjering, i budućnost od 2023. god. kao period značajnije primene informatičkih tehnologija i siste-ma u rešavanju geotehničkih problema.",
journal = "Integritet i vek konstrukcija, specijalno izdanje",
title = "Geotehničko inženjerstvo instituta za ispitivanje materijala IMS",
pages = "46-41",
volume = "23",
url = "https://hdl.handle.net/21.15107/rcub_rims_491"
}

Šušić, N.. (2023). Geotehničko inženjerstvo instituta za ispitivanje materijala IMS. in Integritet i vek konstrukcija, specijalno izdanje, 23, 41-46.
https://hdl.handle.net/21.15107/rcub_rims_491

Šušić N. Geotehničko inženjerstvo instituta za ispitivanje materijala IMS. in Integritet i vek konstrukcija, specijalno izdanje. 2023;23:41-46.
https://hdl.handle.net/21.15107/rcub_rims_491 .

Šušić, Nenad, "Geotehničko inženjerstvo instituta za ispitivanje materijala IMS" in Integritet i vek konstrukcija, specijalno izdanje, 23 (2023):41-46,
https://hdl.handle.net/21.15107/rcub_rims_491 .

TY  - JOUR
AU  - Đoković, Ksenija
AU  - Hadži-Niković, Gordana
AU  - Šušić, Nenad
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/401
AB  - Due to rapid development of modern highways and railroad in Serbia, the need for embankment materials has increased. Deposits of natural materials used for this purpose often contain dispersive soils. On the other hand, thermal power plants in Serbia annually generate several million tons of fly ash, which could be used to reduce the dispersion of material embedded in embankments. The paper presents the results of tests conducted for the first time in Serbia to assess the improvement in natural soil dispersivity with fly ash from a thermal power plant. The dispersivity of mixtures of fly ash and natural soil was tested according to ASTM and BS standards. To determine the optimal ash content, 10, 30 or 50% of fly ash was added to the soil samples. The results show that 30-50% of fly ash reduces the dispersivity of natural soil for one to two dispersion classes.
PB  - Publ House Bulgarian Acad Sci, Sofia
T2  - Comptes Rendus de l Academie Bulgare des Sciences
T1  - Application of fly ash to reduce soil dispersivity in embankments
EP  - 898
IS  - 6
SP  - 890
VL  - 74
DO  - 10.7546/CRABS.2021.06.11
ER  - 

@article{
author = "Đoković, Ksenija and Hadži-Niković, Gordana and Šušić, Nenad",
year = "2021",
abstract = "Due to rapid development of modern highways and railroad in Serbia, the need for embankment materials has increased. Deposits of natural materials used for this purpose often contain dispersive soils. On the other hand, thermal power plants in Serbia annually generate several million tons of fly ash, which could be used to reduce the dispersion of material embedded in embankments. The paper presents the results of tests conducted for the first time in Serbia to assess the improvement in natural soil dispersivity with fly ash from a thermal power plant. The dispersivity of mixtures of fly ash and natural soil was tested according to ASTM and BS standards. To determine the optimal ash content, 10, 30 or 50% of fly ash was added to the soil samples. The results show that 30-50% of fly ash reduces the dispersivity of natural soil for one to two dispersion classes.",
publisher = "Publ House Bulgarian Acad Sci, Sofia",
journal = "Comptes Rendus de l Academie Bulgare des Sciences",
title = "Application of fly ash to reduce soil dispersivity in embankments",
pages = "898-890",
number = "6",
volume = "74",
doi = "10.7546/CRABS.2021.06.11"
}

Đoković, K., Hadži-Niković, G.,& Šušić, N.. (2021). Application of fly ash to reduce soil dispersivity in embankments. in Comptes Rendus de l Academie Bulgare des Sciences
Publ House Bulgarian Acad Sci, Sofia., 74(6), 890-898.
https://doi.org/10.7546/CRABS.2021.06.11

Đoković K, Hadži-Niković G, Šušić N. Application of fly ash to reduce soil dispersivity in embankments. in Comptes Rendus de l Academie Bulgare des Sciences. 2021;74(6):890-898.
doi:10.7546/CRABS.2021.06.11 .

Đoković, Ksenija, Hadži-Niković, Gordana, Šušić, Nenad, "Application of fly ash to reduce soil dispersivity in embankments" in Comptes Rendus de l Academie Bulgare des Sciences, 74, no. 6 (2021):890-898,
https://doi.org/10.7546/CRABS.2021.06.11 . .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Folić, Radomir
AU  - Folić, Boris
PY  - 2020
UR  - http://rims.institutims.rs/handle/123456789/386
AB  - This paper formulates a mathematical model using the extrapolation of load-settlement curves with a rational function for analyzing the capacity of piles obtained from the static load test (SLT). In preliminary analyses, the extrapolation was based on the application of a number of mathematical functions that were gradually eliminated by iterative selection and filtering. The solution was obtained by extrapolation with a rational function. Using a rational function in the extrapolation of the load-settlement curve, a clearly identifiable part is obtained in which the asymptote is vertical, indicating the reached limit state of capacity in the soil and/or in the pile. The probabilistic analysis showed that no unique value for pile capacity was obtained, and that the spectrum of capacity values depends on the probability of occurrence of the corresponding event.
PB  - Springer, New York
T2  - Soil Mechanics and Foundation Engineering
T1  - Model of Probabilistic Analysis of Pile Capacity Based on the Extrapolation of Load-Settlement Curves
EP  - 378
IS  - 5
SP  - 370
VL  - 57
DO  - 10.1007/s11204-020-09680-1
ER  - 

@article{
author = "Ćosić, Mladen and Šušić, Nenad and Folić, Radomir and Folić, Boris",
year = "2020",
abstract = "This paper formulates a mathematical model using the extrapolation of load-settlement curves with a rational function for analyzing the capacity of piles obtained from the static load test (SLT). In preliminary analyses, the extrapolation was based on the application of a number of mathematical functions that were gradually eliminated by iterative selection and filtering. The solution was obtained by extrapolation with a rational function. Using a rational function in the extrapolation of the load-settlement curve, a clearly identifiable part is obtained in which the asymptote is vertical, indicating the reached limit state of capacity in the soil and/or in the pile. The probabilistic analysis showed that no unique value for pile capacity was obtained, and that the spectrum of capacity values depends on the probability of occurrence of the corresponding event.",
publisher = "Springer, New York",
journal = "Soil Mechanics and Foundation Engineering",
title = "Model of Probabilistic Analysis of Pile Capacity Based on the Extrapolation of Load-Settlement Curves",
pages = "378-370",
number = "5",
volume = "57",
doi = "10.1007/s11204-020-09680-1"
}

Ćosić, M., Šušić, N., Folić, R.,& Folić, B.. (2020). Model of Probabilistic Analysis of Pile Capacity Based on the Extrapolation of Load-Settlement Curves. in Soil Mechanics and Foundation Engineering
Springer, New York., 57(5), 370-378.
https://doi.org/10.1007/s11204-020-09680-1

Ćosić M, Šušić N, Folić R, Folić B. Model of Probabilistic Analysis of Pile Capacity Based on the Extrapolation of Load-Settlement Curves. in Soil Mechanics and Foundation Engineering. 2020;57(5):370-378.
doi:10.1007/s11204-020-09680-1 .

Ćosić, Mladen, Šušić, Nenad, Folić, Radomir, Folić, Boris, "Model of Probabilistic Analysis of Pile Capacity Based on the Extrapolation of Load-Settlement Curves" in Soil Mechanics and Foundation Engineering, 57, no. 5 (2020):370-378,
https://doi.org/10.1007/s11204-020-09680-1 . .

TY  - JOUR
AU  - Santrac, Petar
AU  - Šušić, Nenad
AU  - Bajić, Zeljko
PY  - 2020
UR  - http://rims.institutims.rs/handle/123456789/384
AB  - The paper presents the determination of the elements of the pile stiffness matrix based on pile load test results, made for the needs of modernization of oil refinery for NIS in Pancevo. The tests were carried out on CFA and Franki piles system. However, only the results for CFA piles are shown in this paper. Load tests included axial, tension and horizontal loading. Bearing in mind the geomechanical composition of the terrain and the results of penetration testing (CPT), it has been concluded that the soil resistance can be approximated as a linear function by depth. By approximating the soil by the Winkler model and using the results of the horizontal pile load test, the equivalent gradient of the modulus of soil reaction for the work load level is determined analytically, and then, the pile flexibility coefficients for horizontal load. For vertical load, the coefficient of flexibility is determined directly on the basis of the load-settlement curve. Based on the flexibility coefficient, a matrix of flexibility and a stiffness matrix are determined. The effect of the pile interaction for horizontal and vertical loads was introduced in an approximate way, through the reduction of coefficients of the stiffness matrix. The entire process of determining the stiffness matrix of the pile is illustrated by practical example of a pile group connected by an ideal rigid cap.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnicki Vjesnik-Technical Gazette
T1  - Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction
EP  - 2023
IS  - 6
SP  - 2016
VL  - 27
DO  - 10.17559/TV-20190722102256
ER  - 

@article{
author = "Santrac, Petar and Šušić, Nenad and Bajić, Zeljko",
year = "2020",
abstract = "The paper presents the determination of the elements of the pile stiffness matrix based on pile load test results, made for the needs of modernization of oil refinery for NIS in Pancevo. The tests were carried out on CFA and Franki piles system. However, only the results for CFA piles are shown in this paper. Load tests included axial, tension and horizontal loading. Bearing in mind the geomechanical composition of the terrain and the results of penetration testing (CPT), it has been concluded that the soil resistance can be approximated as a linear function by depth. By approximating the soil by the Winkler model and using the results of the horizontal pile load test, the equivalent gradient of the modulus of soil reaction for the work load level is determined analytically, and then, the pile flexibility coefficients for horizontal load. For vertical load, the coefficient of flexibility is determined directly on the basis of the load-settlement curve. Based on the flexibility coefficient, a matrix of flexibility and a stiffness matrix are determined. The effect of the pile interaction for horizontal and vertical loads was introduced in an approximate way, through the reduction of coefficients of the stiffness matrix. The entire process of determining the stiffness matrix of the pile is illustrated by practical example of a pile group connected by an ideal rigid cap.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnicki Vjesnik-Technical Gazette",
title = "Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction",
pages = "2023-2016",
number = "6",
volume = "27",
doi = "10.17559/TV-20190722102256"
}

Santrac, P., Šušić, N.,& Bajić, Z.. (2020). Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction. in Tehnicki Vjesnik-Technical Gazette
Univ Osijek, Tech Fac, Slavonski Brod., 27(6), 2016-2023.
https://doi.org/10.17559/TV-20190722102256

Santrac P, Šušić N, Bajić Z. Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction. in Tehnicki Vjesnik-Technical Gazette. 2020;27(6):2016-2023.
doi:10.17559/TV-20190722102256 .

Santrac, Petar, Šušić, Nenad, Bajić, Zeljko, "Determination of the Pile Stiffness Matrix Based on the Pile Load Test Results and the Effect of Pile Interaction" in Tehnicki Vjesnik-Technical Gazette, 27, no. 6 (2020):2016-2023,
https://doi.org/10.17559/TV-20190722102256 . .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Božić-Tomić, Kristina
AU  - Šušić, Nenad
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/375
AB  - U radu su prikazani karakteristični primeri ispitivanja integriteta šipova sa analizom rezultata, pri čemu se metodologija ispitivanja oslanja na postojeće ASTM standarde, ali i na metodologiju ispitivanja prikazanu u naučnom radu "Ispitivanje integriteta i nosivosti šipova: metodologija i klasifikacija", koji je publikovan u ovom časopisu. Ispitivanja šipova sprovedena su primenom licenciranih oprema za test integriteta šipa sa senzorom (SIT) i test integriteta šipa sa sondama (CSL). Ispitivanjima su prikazane korektne i problematične situacije, koje se pojavljuju prilikom analize integriteta šipova. Ukazano je na aspekte primene talasne teorije, ali i na procesiranja signala i numeričke analize. Takođe, posebno je skrenuta pažnja na potrebu izrade plana ispitivanja integriteta šipova kod objekata s velikim brojem šipova.
AB  - The paper presents typical examples of pile integrity testing and the results analysis, whereby the testing methodology relies on existing ASTM standards, as well as on the testing methodology presented in the scientific paper Pile Integrity and Load Testing: Methodology and Classification, published in this journal. The pile tests were conducted using licensed equipment for Sonic Integrity Test (SIT) and Crosshole Sonic Logging (CSL). The tests have shown the correct and problematic situations that arise when analyzing pile integrity. Some aspects of the wave theory implementation, but also of signal processing and numerical analysis have been indicated. Also, the need to develop a plan for testing the integrity of piles in structures with a large number of piles has been emphasized.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Ispitivanje integriteta šipova - testiranje i analiza rezultata
T1  - Pile integrity testing: Testing and results analysis
EP  - 59
IS  - 3
SP  - 39
VL  - 62
DO  - 10.5937/GRMK1903039C
ER  - 

@article{
author = "Ćosić, Mladen and Božić-Tomić, Kristina and Šušić, Nenad",
year = "2019",
abstract = "U radu su prikazani karakteristični primeri ispitivanja integriteta šipova sa analizom rezultata, pri čemu se metodologija ispitivanja oslanja na postojeće ASTM standarde, ali i na metodologiju ispitivanja prikazanu u naučnom radu "Ispitivanje integriteta i nosivosti šipova: metodologija i klasifikacija", koji je publikovan u ovom časopisu. Ispitivanja šipova sprovedena su primenom licenciranih oprema za test integriteta šipa sa senzorom (SIT) i test integriteta šipa sa sondama (CSL). Ispitivanjima su prikazane korektne i problematične situacije, koje se pojavljuju prilikom analize integriteta šipova. Ukazano je na aspekte primene talasne teorije, ali i na procesiranja signala i numeričke analize. Takođe, posebno je skrenuta pažnja na potrebu izrade plana ispitivanja integriteta šipova kod objekata s velikim brojem šipova., The paper presents typical examples of pile integrity testing and the results analysis, whereby the testing methodology relies on existing ASTM standards, as well as on the testing methodology presented in the scientific paper Pile Integrity and Load Testing: Methodology and Classification, published in this journal. The pile tests were conducted using licensed equipment for Sonic Integrity Test (SIT) and Crosshole Sonic Logging (CSL). The tests have shown the correct and problematic situations that arise when analyzing pile integrity. Some aspects of the wave theory implementation, but also of signal processing and numerical analysis have been indicated. Also, the need to develop a plan for testing the integrity of piles in structures with a large number of piles has been emphasized.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Ispitivanje integriteta šipova - testiranje i analiza rezultata, Pile integrity testing: Testing and results analysis",
pages = "59-39",
number = "3",
volume = "62",
doi = "10.5937/GRMK1903039C"
}

Ćosić, M., Božić-Tomić, K.,& Šušić, N.. (2019). Ispitivanje integriteta šipova - testiranje i analiza rezultata. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 62(3), 39-59.
https://doi.org/10.5937/GRMK1903039C

Ćosić M, Božić-Tomić K, Šušić N. Ispitivanje integriteta šipova - testiranje i analiza rezultata. in Građevinski materijali i konstrukcije. 2019;62(3):39-59.
doi:10.5937/GRMK1903039C .

Ćosić, Mladen, Božić-Tomić, Kristina, Šušić, Nenad, "Ispitivanje integriteta šipova - testiranje i analiza rezultata" in Građevinski materijali i konstrukcije, 62, no. 3 (2019):39-59,
https://doi.org/10.5937/GRMK1903039C . .

TY  - JOUR
AU  - Đoković, Ksenija
AU  - Tosović, Simo
AU  - Janković, Ksenija
AU  - Šušić, Nenad
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/368
AB  - The paper presents and analyzes the results of testing the properties of cement stabilized mixtures of reclaimed asphalt pavement (RAP) and crushed stone aggregate (CSA). Tests were carried out on reclaimed asphalt pavement and crushed stone aggregate mixtures with varying RAP content (0%, 20%, 40%, 60% and 80%), as well as with a varying addition of cement (3%, 5% and 7%). The purpose of these tests was to determine the optimal proportion of recycled asphalt pavement in a mixture with crushed stone aggregate, and the optimal addition of cement as a hydraulic binder. Furthermore, the aim was to determine physical-mechanical parameters: the indirect tensile strength (R-t) and the dynamic modulus of elasticity (E), which are applied in pavement design during the process of cold recycling. On the basis of the obtained values, categorization of the stabilized mixture was carried out according to the standard EN 14227-10: 2006, which continues to be applied in the design of pavements. The maximum proportion of recycled asphalt in the stabilized mixture was determined as being up to 60%; the stabilized mixture was categorized into the "T1" and "T2" categories - gravelly soils.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnički Vjesnik-Technical Gazette
T1  - Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures
EP  - 390
IS  - 2
SP  - 385
VL  - 26
DO  - 10.17559/TV-20180309114804
ER  - 

@article{
author = "Đoković, Ksenija and Tosović, Simo and Janković, Ksenija and Šušić, Nenad",
year = "2019",
abstract = "The paper presents and analyzes the results of testing the properties of cement stabilized mixtures of reclaimed asphalt pavement (RAP) and crushed stone aggregate (CSA). Tests were carried out on reclaimed asphalt pavement and crushed stone aggregate mixtures with varying RAP content (0%, 20%, 40%, 60% and 80%), as well as with a varying addition of cement (3%, 5% and 7%). The purpose of these tests was to determine the optimal proportion of recycled asphalt pavement in a mixture with crushed stone aggregate, and the optimal addition of cement as a hydraulic binder. Furthermore, the aim was to determine physical-mechanical parameters: the indirect tensile strength (R-t) and the dynamic modulus of elasticity (E), which are applied in pavement design during the process of cold recycling. On the basis of the obtained values, categorization of the stabilized mixture was carried out according to the standard EN 14227-10: 2006, which continues to be applied in the design of pavements. The maximum proportion of recycled asphalt in the stabilized mixture was determined as being up to 60%; the stabilized mixture was categorized into the "T1" and "T2" categories - gravelly soils.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnički Vjesnik-Technical Gazette",
title = "Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures",
pages = "390-385",
number = "2",
volume = "26",
doi = "10.17559/TV-20180309114804"
}

Đoković, K., Tosović, S., Janković, K.,& Šušić, N.. (2019). Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures. in Tehnički Vjesnik-Technical Gazette
Univ Osijek, Tech Fac, Slavonski Brod., 26(2), 385-390.
https://doi.org/10.17559/TV-20180309114804

Đoković K, Tosović S, Janković K, Šušić N. Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures. in Tehnički Vjesnik-Technical Gazette. 2019;26(2):385-390.
doi:10.17559/TV-20180309114804 .

Đoković, Ksenija, Tosović, Simo, Janković, Ksenija, Šušić, Nenad, "Physical-Mechanical Properties of Cement Stabilized RAP/Crushed Stone Aggregate Mixtures" in Tehnički Vjesnik-Technical Gazette, 26, no. 2 (2019):385-390,
https://doi.org/10.17559/TV-20180309114804 . .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Božić-Tomić, Kristina
AU  - Šušić, Nenad
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/364
AB  - U radu su prikazane metodologija i klasifikacija ispitivanja integriteta i nosivosti šipova, u saglasnosti sa važećim inostranim standardima, ali i sa sopstvenim definisanim segmentima unapređivanja standarda i sopstvenim definicijama određenih ključnih elemenata. Klasifikacija je sprovedena po tipovima testova u kojima su jasno definisani: tok ispitivanja šipova, metode analize i obrade rezultata ispitivanja. Pored osnovne podele testova ispitivanja šipova na testove integriteta i testove nosivosti, dodatno je definisana i grupa testova kontrole bušotine kod bušenih šipova, s obzirom na to što je za pravilno formiranje bušotine, kada je reč o bušenim šipovima, neophodno prethodno ispuniti određene kvalitativno- kvantitativne kriterijume. Ovako prikazane metodologija i klasifikacija ispitivanja integriteta i nosivosti šipova prvenstveno služe za edukativne svrhe inženjera građevine i geotehnike koji se bave ovom problematikom, da dodatno donese novine na ovom polju ispitivanja i da dodatno pojasne sve elemente ispitivanja, budući da se u praksi vrlo često susreću protivrečna mišljenja i nesuglasice oko detalja ispitivanja.
AB  - The paper presents the methodology and classification of pile integrity and load testing, in compliance with current foreign standards, as well as our own defined segments of standard improvement and our own definitions of certain key elements. The classification has been conducted according to the test types which clearly define the pile testing process, analysis methods, and test results processing. Beside the basic division of pile testing to integrity tests and load tests, there is also an additionally defined group of shaft control tests in the case of bored piles, since for the proper shaft formation, when it comes to bored piles, certain qualitative-quantitative criteria must be fulfilled beforehand. Presented in this way, the methodology and classification of pile integrity and load tests serves, primarily, an educational purpose for civil and geotechnics engineers who deal with this issue, to additionally introduce innovations in this field of testing and clarify all the elements of the testing since contradictory opinions and disagreements regarding the testing details are quite common in practice.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija
T1  - Pile integrity and load testing: Methodology and classification
EP  - 68
IS  - 1
SP  - 43
VL  - 62
DO  - 10.5937/GRMK1901043C
ER  - 

@article{
author = "Ćosić, Mladen and Božić-Tomić, Kristina and Šušić, Nenad",
year = "2019",
abstract = "U radu su prikazane metodologija i klasifikacija ispitivanja integriteta i nosivosti šipova, u saglasnosti sa važećim inostranim standardima, ali i sa sopstvenim definisanim segmentima unapređivanja standarda i sopstvenim definicijama određenih ključnih elemenata. Klasifikacija je sprovedena po tipovima testova u kojima su jasno definisani: tok ispitivanja šipova, metode analize i obrade rezultata ispitivanja. Pored osnovne podele testova ispitivanja šipova na testove integriteta i testove nosivosti, dodatno je definisana i grupa testova kontrole bušotine kod bušenih šipova, s obzirom na to što je za pravilno formiranje bušotine, kada je reč o bušenim šipovima, neophodno prethodno ispuniti određene kvalitativno- kvantitativne kriterijume. Ovako prikazane metodologija i klasifikacija ispitivanja integriteta i nosivosti šipova prvenstveno služe za edukativne svrhe inženjera građevine i geotehnike koji se bave ovom problematikom, da dodatno donese novine na ovom polju ispitivanja i da dodatno pojasne sve elemente ispitivanja, budući da se u praksi vrlo često susreću protivrečna mišljenja i nesuglasice oko detalja ispitivanja., The paper presents the methodology and classification of pile integrity and load testing, in compliance with current foreign standards, as well as our own defined segments of standard improvement and our own definitions of certain key elements. The classification has been conducted according to the test types which clearly define the pile testing process, analysis methods, and test results processing. Beside the basic division of pile testing to integrity tests and load tests, there is also an additionally defined group of shaft control tests in the case of bored piles, since for the proper shaft formation, when it comes to bored piles, certain qualitative-quantitative criteria must be fulfilled beforehand. Presented in this way, the methodology and classification of pile integrity and load tests serves, primarily, an educational purpose for civil and geotechnics engineers who deal with this issue, to additionally introduce innovations in this field of testing and clarify all the elements of the testing since contradictory opinions and disagreements regarding the testing details are quite common in practice.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija, Pile integrity and load testing: Methodology and classification",
pages = "68-43",
number = "1",
volume = "62",
doi = "10.5937/GRMK1901043C"
}

Ćosić, M., Božić-Tomić, K.,& Šušić, N.. (2019). Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 62(1), 43-68.
https://doi.org/10.5937/GRMK1901043C

Ćosić M, Božić-Tomić K, Šušić N. Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija. in Građevinski materijali i konstrukcije. 2019;62(1):43-68.
doi:10.5937/GRMK1901043C .

Ćosić, Mladen, Božić-Tomić, Kristina, Šušić, Nenad, "Ispitivanje integriteta i nosivosti šipova - metodologija i klasifikacija" in Građevinski materijali i konstrukcije, 62, no. 1 (2019):43-68,
https://doi.org/10.5937/GRMK1901043C . .

TY  - JOUR
AU  - Božić-Tomić, Kristina
AU  - Šušić, Nenad
AU  - Uljarević, Mato
PY  - 2018
UR  - http://rims.institutims.rs/handle/123456789/331
AB  - Na osnovu analize mnogih naučnih radova, autori su dali prikaz sopstvene originalne sistematizacije analitičkih i numeričkih metoda proračuna stabilnosti klizišta, pri čemu mnoge od njih tek treba dodatno da se unaprede, implementiraju i testiraju na kompleksnim 3D modelima klizišta. Metode proračuna stabilnosti klizišta klasifikovane su u pet grupa: analitičke jednokoračne, analitičke višekoračne (iteracije kliznih površi), numeričke višekoračne (iteracije kliznih površi), numeričke inkrementalno-iterativne (nelinearne) analize i numeričke inkrementalno-iterativne (nelinearne) analize, uz primenu numeričke integracije u vremenskom domenu. Primenom sprovedene sistematizacije metoda proračuna stabilnosti klizišta, može se vrlo efikasno razmotriti koji je tip metode optimalan za analizu klizišta i koji tip metode je potrebno koristiti u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte.
AB  - According to the analysis of a large number of scientific papers, the authors of the paper presented their own original systematization of the analytical and numerical methods of landslide stability calculation, with a large part of them still to be further improved, implemented and tested on complex 3D landslide models. Methods for calculating the stability of the landslide are classified into five groups: analytical single-step, analytical multi-step (iterations of sliding surfaces), numerical multi-step (iterations of sliding surfaces), numerical incremental-iterative (nonlinear) analysis and numerical incremental-iterative (nonlinear) analysis, applying numerical integration in the time domain. By using the systematization method of calculating the stability of the landslide it can be very effective to consider which type of method is optimal for landslide analysis and which type of method should be considered in the phase of preliminary and final analysis for scientific research and expert projects.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta
T1  - The systematization of analytical and numerical methods of landslide stability calculation
EP  - 160
IS  - 1
SP  - 129
VL  - 61
DO  - 10.5937/GRMK1801129B
ER  - 

@article{
author = "Božić-Tomić, Kristina and Šušić, Nenad and Uljarević, Mato",
year = "2018",
abstract = "Na osnovu analize mnogih naučnih radova, autori su dali prikaz sopstvene originalne sistematizacije analitičkih i numeričkih metoda proračuna stabilnosti klizišta, pri čemu mnoge od njih tek treba dodatno da se unaprede, implementiraju i testiraju na kompleksnim 3D modelima klizišta. Metode proračuna stabilnosti klizišta klasifikovane su u pet grupa: analitičke jednokoračne, analitičke višekoračne (iteracije kliznih površi), numeričke višekoračne (iteracije kliznih površi), numeričke inkrementalno-iterativne (nelinearne) analize i numeričke inkrementalno-iterativne (nelinearne) analize, uz primenu numeričke integracije u vremenskom domenu. Primenom sprovedene sistematizacije metoda proračuna stabilnosti klizišta, može se vrlo efikasno razmotriti koji je tip metode optimalan za analizu klizišta i koji tip metode je potrebno koristiti u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte., According to the analysis of a large number of scientific papers, the authors of the paper presented their own original systematization of the analytical and numerical methods of landslide stability calculation, with a large part of them still to be further improved, implemented and tested on complex 3D landslide models. Methods for calculating the stability of the landslide are classified into five groups: analytical single-step, analytical multi-step (iterations of sliding surfaces), numerical multi-step (iterations of sliding surfaces), numerical incremental-iterative (nonlinear) analysis and numerical incremental-iterative (nonlinear) analysis, applying numerical integration in the time domain. By using the systematization method of calculating the stability of the landslide it can be very effective to consider which type of method is optimal for landslide analysis and which type of method should be considered in the phase of preliminary and final analysis for scientific research and expert projects.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta, The systematization of analytical and numerical methods of landslide stability calculation",
pages = "160-129",
number = "1",
volume = "61",
doi = "10.5937/GRMK1801129B"
}

Božić-Tomić, K., Šušić, N.,& Uljarević, M.. (2018). Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 61(1), 129-160.
https://doi.org/10.5937/GRMK1801129B

Božić-Tomić K, Šušić N, Uljarević M. Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta. in Građevinski materijali i konstrukcije. 2018;61(1):129-160.
doi:10.5937/GRMK1801129B .

Božić-Tomić, Kristina, Šušić, Nenad, Uljarević, Mato, "Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta" in Građevinski materijali i konstrukcije, 61, no. 1 (2018):129-160,
https://doi.org/10.5937/GRMK1801129B . .

TY  - JOUR
AU  - Janković, Ksenija
AU  - Šušić, Nenad
AU  - Stojanović, Marko
AU  - Bojović, Dragan
AU  - Lončar, Ljiljana
PY  - 2017
UR  - http://rims.institutims.rs/handle/123456789/325
AB  - In order to examine the differences in chemical composition and the possibility of using mine tailings in mortar and concrete production, samples were taken from the landfill and directly from the production. Tailings test results showed no pozzolanic activity and that its application in concrete can be only a partial replacement of aggregate. This paper presents the possibility of using tailings in self-compacting concrete made with Portland cement and sulphate resistant cement. Concrete specimens in which the aggregate fraction 0/4 mm was replaced with 10 and 20 % of tailings were examined. The resistance to freezing and thawing with and without de-icing salts is used as an indicator of concrete durability.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnicki Vjesnik-Technical Gazette
T1  - The influence of tailings and cement type on durability properties of self-compacting concrete
EP  - 962
IS  - 3
SP  - 957
VL  - 24
DO  - 10.17559/TV-20160304113800
ER  - 

@article{
author = "Janković, Ksenija and Šušić, Nenad and Stojanović, Marko and Bojović, Dragan and Lončar, Ljiljana",
year = "2017",
abstract = "In order to examine the differences in chemical composition and the possibility of using mine tailings in mortar and concrete production, samples were taken from the landfill and directly from the production. Tailings test results showed no pozzolanic activity and that its application in concrete can be only a partial replacement of aggregate. This paper presents the possibility of using tailings in self-compacting concrete made with Portland cement and sulphate resistant cement. Concrete specimens in which the aggregate fraction 0/4 mm was replaced with 10 and 20 % of tailings were examined. The resistance to freezing and thawing with and without de-icing salts is used as an indicator of concrete durability.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnicki Vjesnik-Technical Gazette",
title = "The influence of tailings and cement type on durability properties of self-compacting concrete",
pages = "962-957",
number = "3",
volume = "24",
doi = "10.17559/TV-20160304113800"
}

Janković, K., Šušić, N., Stojanović, M., Bojović, D.,& Lončar, L.. (2017). The influence of tailings and cement type on durability properties of self-compacting concrete. in Tehnicki Vjesnik-Technical Gazette
Univ Osijek, Tech Fac, Slavonski Brod., 24(3), 957-962.
https://doi.org/10.17559/TV-20160304113800

Janković K, Šušić N, Stojanović M, Bojović D, Lončar L. The influence of tailings and cement type on durability properties of self-compacting concrete. in Tehnicki Vjesnik-Technical Gazette. 2017;24(3):957-962.
doi:10.17559/TV-20160304113800 .

Janković, Ksenija, Šušić, Nenad, Stojanović, Marko, Bojović, Dragan, Lončar, Ljiljana, "The influence of tailings and cement type on durability properties of self-compacting concrete" in Tehnicki Vjesnik-Technical Gazette, 24, no. 3 (2017):957-962,
https://doi.org/10.17559/TV-20160304113800 . .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Folić, Radomir
AU  - Bancila, R.
PY  - 2016
UR  - http://rims.institutims.rs/handle/123456789/300
AB  - A probabilistic concept for determining pile bearing capacity is presented, taking into account the variability of CPT test parameters and methodology of calculation according to the requirements of Eurocode 7 (EN 1997-1: 2004). Based on a single initial (real) CPT test, a larger number of generated (simulation) CPT tests are introduced drawn from solutions of statistics and probability theory. Research has found that the best solutions are achieved using the DA 2 design approach for n(CPT) > 10 tests. Taking into account the deterministic and probabilistic approach in the analysis of pile bearing capacity, it is found that for the DA 2 design approach, the ratio of pile bearing capacity obtained from simulation and the capacity as determined through three methods (Mazurkiewicz, Van der Veen and hyperbolic approximation) is Rcd, /Pu = 1.148. Using the reliability index, the following values of partial resistance factors are obtained: λ, s /P 1.1, λ, b /P 1.1, which also points to the DA 2 design approach.
PB  - Institut za ispitivanje materijala, Beograd
T2  - Structural Integrity and Life
T1  - Probabilistic analysis of bearing capacity of piles with variable parameters in cpt test and calculation according to the requirements
EP  - 34
IS  - 1
SP  - 25
VL  - 16
UR  - https://hdl.handle.net/21.15107/rcub_rims_300
ER  - 

@article{
author = "Ćosić, Mladen and Šušić, Nenad and Folić, Radomir and Bancila, R.",
year = "2016",
abstract = "A probabilistic concept for determining pile bearing capacity is presented, taking into account the variability of CPT test parameters and methodology of calculation according to the requirements of Eurocode 7 (EN 1997-1: 2004). Based on a single initial (real) CPT test, a larger number of generated (simulation) CPT tests are introduced drawn from solutions of statistics and probability theory. Research has found that the best solutions are achieved using the DA 2 design approach for n(CPT) > 10 tests. Taking into account the deterministic and probabilistic approach in the analysis of pile bearing capacity, it is found that for the DA 2 design approach, the ratio of pile bearing capacity obtained from simulation and the capacity as determined through three methods (Mazurkiewicz, Van der Veen and hyperbolic approximation) is Rcd, /Pu = 1.148. Using the reliability index, the following values of partial resistance factors are obtained: λ, s /P 1.1, λ, b /P 1.1, which also points to the DA 2 design approach.",
publisher = "Institut za ispitivanje materijala, Beograd",
journal = "Structural Integrity and Life",
title = "Probabilistic analysis of bearing capacity of piles with variable parameters in cpt test and calculation according to the requirements",
pages = "34-25",
number = "1",
volume = "16",
url = "https://hdl.handle.net/21.15107/rcub_rims_300"
}

Ćosić, M., Šušić, N., Folić, R.,& Bancila, R.. (2016). Probabilistic analysis of bearing capacity of piles with variable parameters in cpt test and calculation according to the requirements. in Structural Integrity and Life
Institut za ispitivanje materijala, Beograd., 16(1), 25-34.
https://hdl.handle.net/21.15107/rcub_rims_300

Ćosić M, Šušić N, Folić R, Bancila R. Probabilistic analysis of bearing capacity of piles with variable parameters in cpt test and calculation according to the requirements. in Structural Integrity and Life. 2016;16(1):25-34.
https://hdl.handle.net/21.15107/rcub_rims_300 .

Ćosić, Mladen, Šušić, Nenad, Folić, Radomir, Bancila, R., "Probabilistic analysis of bearing capacity of piles with variable parameters in cpt test and calculation according to the requirements" in Structural Integrity and Life, 16, no. 1 (2016):25-34,
https://hdl.handle.net/21.15107/rcub_rims_300 .

TY  - CONF
AU  - Berisavljević, Zoran
AU  - Milenković, Svetozar
AU  - Berisavljević, Dusan
AU  - Šušić, Nenad
PY  - 2015
UR  - http://rims.institutims.rs/handle/123456789/284
AB  - The tunnel Progon is being constructed as a part of Corridor 10 highway project about 5 km north from the border crossing with Bulgaria in southern Serbia. During the design process 2D finite element analysis was utilized with the objective to investigate an influence of different support systems on the convergence across an excavation. Two models were used in calculations. The first model is elastic perfectly-plastic with constant stiffness independent of the stress level. The second model assumes hyperbolic relationship between the deviatoric stress and axial strain and stress dependent stiffness. This model also accounts for small strain stiffness of soil. In order to allow for a certain convergence across an excavation the load reduction method was utilized. Convergence monitoring is currently ongoing for the excavated portion of approx. 700 m of the tunnel exit portal. The measurements show cumulative displacements in the range of 1-3 cm. Results obtained by the analyses prior to the tunnel construction are in good agreement with the measurements. Convergence is approx. 5 cm when MC model is used and around 1 cm in the case of HS-small model, thus limiting the measurement results from the lower and upper bound.
PB  - Springer Int Publishing Ag, Cham
C3  - Engineering Geology for Society and Territory, Vol 6: Applied Geology for Major Engineering Projects
T1  - Convergence Predictions and Primary Support Optimization of the Tunnel Progon
EP  - 328
SP  - 323
DO  - 10.1007/978-3-319-09060-3_55
ER  - 

@conference{
author = "Berisavljević, Zoran and Milenković, Svetozar and Berisavljević, Dusan and Šušić, Nenad",
year = "2015",
abstract = "The tunnel Progon is being constructed as a part of Corridor 10 highway project about 5 km north from the border crossing with Bulgaria in southern Serbia. During the design process 2D finite element analysis was utilized with the objective to investigate an influence of different support systems on the convergence across an excavation. Two models were used in calculations. The first model is elastic perfectly-plastic with constant stiffness independent of the stress level. The second model assumes hyperbolic relationship between the deviatoric stress and axial strain and stress dependent stiffness. This model also accounts for small strain stiffness of soil. In order to allow for a certain convergence across an excavation the load reduction method was utilized. Convergence monitoring is currently ongoing for the excavated portion of approx. 700 m of the tunnel exit portal. The measurements show cumulative displacements in the range of 1-3 cm. Results obtained by the analyses prior to the tunnel construction are in good agreement with the measurements. Convergence is approx. 5 cm when MC model is used and around 1 cm in the case of HS-small model, thus limiting the measurement results from the lower and upper bound.",
publisher = "Springer Int Publishing Ag, Cham",
journal = "Engineering Geology for Society and Territory, Vol 6: Applied Geology for Major Engineering Projects",
title = "Convergence Predictions and Primary Support Optimization of the Tunnel Progon",
pages = "328-323",
doi = "10.1007/978-3-319-09060-3_55"
}

Berisavljević, Z., Milenković, S., Berisavljević, D.,& Šušić, N.. (2015). Convergence Predictions and Primary Support Optimization of the Tunnel Progon. in Engineering Geology for Society and Territory, Vol 6: Applied Geology for Major Engineering Projects
Springer Int Publishing Ag, Cham., 323-328.
https://doi.org/10.1007/978-3-319-09060-3_55

Berisavljević Z, Milenković S, Berisavljević D, Šušić N. Convergence Predictions and Primary Support Optimization of the Tunnel Progon. in Engineering Geology for Society and Territory, Vol 6: Applied Geology for Major Engineering Projects. 2015;:323-328.
doi:10.1007/978-3-319-09060-3_55 .

Berisavljević, Zoran, Milenković, Svetozar, Berisavljević, Dusan, Šušić, Nenad, "Convergence Predictions and Primary Support Optimization of the Tunnel Progon" in Engineering Geology for Society and Territory, Vol 6: Applied Geology for Major Engineering Projects (2015):323-328,
https://doi.org/10.1007/978-3-319-09060-3_55 . .

TY  - JOUR
AU  - Berisavljević, Dusan
AU  - Berisavljević, Zoran
AU  - Cebasek, Vladimir
AU  - Šušić, Nenad
PY  - 2014
UR  - http://rims.institutims.rs/handle/123456789/254
AB  - Structural collapse and sudden volume changes represent a major geotechnical issue, particularly in loess soils. There are different criteria for assessing collapse potential based on laboratory test results, which require the collection of undisturbed samples from test pits. This can be a complicated and costly procedure, often financially unjustified for smaller projects. This paper presents the results of seismic dilatometer tests (SDMT) performed at a single location in a loess soil in Belgrade, in addition to the results of single oedometer collapse tests performed on high quality samples from test pits. After comparing laboratory test results it was possible to determine that in samples collected from boreholes, dry unit weight is approximately 20% higher than in block samples taken from test pits, while moisture content is between 1 and 4% higher. Unit weight estimated from DMT is on average 15% higher than the unit weight obtained from block samples. The constrained modulus (M-DMT) determined by DMT are highly compatible with oedometer modulus (E-oed) obtained from samples at natural moisture content. This paper presents two possible ways of identifying collapsing loess based on intermediate DMT parameters and the ratio of G(0)/M-DMT. The tests results indicate that if the ratio between the material index (I-D) and the horizontal stress index (K-D) is greater than 5, the danger of collapse is imminent. Simultaneous observation of the changes of I-D and K-D with depth on a semi-log graph in the same scale is recommended. In this way the relative distance between them may be clearly noticed; the larger the distance becomes, the greater the risk of collapse. In the collapsing loess ratio G(0)/M-DMT is found to be higher than 21 for K-D less than 0.6, while in non-collapsing loess G(0)/M-DMT is less than 21 for higher values of K-D. In terms of DMT, loess is considered as underconsolidated soil, which is one of the most common "definitions" of loess.
PB  - Elsevier, Amsterdam
T2  - Engineering Geology
T1  - Characterisation of collapsing loess by seismic dilatometer
EP  - 189
SP  - 180
VL  - 181
DO  - 10.1016/j.enggeo.2014.07.011
ER  - 

@article{
author = "Berisavljević, Dusan and Berisavljević, Zoran and Cebasek, Vladimir and Šušić, Nenad",
year = "2014",
abstract = "Structural collapse and sudden volume changes represent a major geotechnical issue, particularly in loess soils. There are different criteria for assessing collapse potential based on laboratory test results, which require the collection of undisturbed samples from test pits. This can be a complicated and costly procedure, often financially unjustified for smaller projects. This paper presents the results of seismic dilatometer tests (SDMT) performed at a single location in a loess soil in Belgrade, in addition to the results of single oedometer collapse tests performed on high quality samples from test pits. After comparing laboratory test results it was possible to determine that in samples collected from boreholes, dry unit weight is approximately 20% higher than in block samples taken from test pits, while moisture content is between 1 and 4% higher. Unit weight estimated from DMT is on average 15% higher than the unit weight obtained from block samples. The constrained modulus (M-DMT) determined by DMT are highly compatible with oedometer modulus (E-oed) obtained from samples at natural moisture content. This paper presents two possible ways of identifying collapsing loess based on intermediate DMT parameters and the ratio of G(0)/M-DMT. The tests results indicate that if the ratio between the material index (I-D) and the horizontal stress index (K-D) is greater than 5, the danger of collapse is imminent. Simultaneous observation of the changes of I-D and K-D with depth on a semi-log graph in the same scale is recommended. In this way the relative distance between them may be clearly noticed; the larger the distance becomes, the greater the risk of collapse. In the collapsing loess ratio G(0)/M-DMT is found to be higher than 21 for K-D less than 0.6, while in non-collapsing loess G(0)/M-DMT is less than 21 for higher values of K-D. In terms of DMT, loess is considered as underconsolidated soil, which is one of the most common "definitions" of loess.",
publisher = "Elsevier, Amsterdam",
journal = "Engineering Geology",
title = "Characterisation of collapsing loess by seismic dilatometer",
pages = "189-180",
volume = "181",
doi = "10.1016/j.enggeo.2014.07.011"
}

Berisavljević, D., Berisavljević, Z., Cebasek, V.,& Šušić, N.. (2014). Characterisation of collapsing loess by seismic dilatometer. in Engineering Geology
Elsevier, Amsterdam., 181, 180-189.
https://doi.org/10.1016/j.enggeo.2014.07.011

Berisavljević D, Berisavljević Z, Cebasek V, Šušić N. Characterisation of collapsing loess by seismic dilatometer. in Engineering Geology. 2014;181:180-189.
doi:10.1016/j.enggeo.2014.07.011 .

Berisavljević, Dusan, Berisavljević, Zoran, Cebasek, Vladimir, Šušić, Nenad, "Characterisation of collapsing loess by seismic dilatometer" in Engineering Geology, 181 (2014):180-189,
https://doi.org/10.1016/j.enggeo.2014.07.011 . .

TY  - JOUR
AU  - Janković, Ksenija
AU  - Miličić, Ljiljana
AU  - Stanković, Srboljub J.
AU  - Šušić, Nenad
PY  - 2014
UR  - http://rims.institutims.rs/handle/123456789/227
AB  - Testing the influence of two aggressive solutions - sulphate and nitrate on mortar and concrete was presented in this paper. Experimental work included testing of mortar prisms with 5 % special admixture. Also, four types of concrete were exposed to aggressive solutions. The chemical resistance was tested according to the Koch-Steinegger method. As a condition for resistance in aggressive solution means that flexural strength of mortar prisms is no less than 70 % of referent prisms cured in water it can be concluded that mortar and concrete made with combination of cement and admixture presented in this investigation are not resistant to ammonium nitrate solution, but are resistant to sulphate corrosion.
PB  - Univ Osijek, Tech Fac, Slavonski Brod
T2  - Tehnicki Vjesnik-Technical Gazette
T1  - Investigation of the mortar and concrete resistance in aggressive solutions
EP  - 176
IS  - 1
SP  - 173
VL  - 21
UR  - https://hdl.handle.net/21.15107/rcub_vinar_5903
ER  - 

@article{
author = "Janković, Ksenija and Miličić, Ljiljana and Stanković, Srboljub J. and Šušić, Nenad",
year = "2014",
abstract = "Testing the influence of two aggressive solutions - sulphate and nitrate on mortar and concrete was presented in this paper. Experimental work included testing of mortar prisms with 5 % special admixture. Also, four types of concrete were exposed to aggressive solutions. The chemical resistance was tested according to the Koch-Steinegger method. As a condition for resistance in aggressive solution means that flexural strength of mortar prisms is no less than 70 % of referent prisms cured in water it can be concluded that mortar and concrete made with combination of cement and admixture presented in this investigation are not resistant to ammonium nitrate solution, but are resistant to sulphate corrosion.",
publisher = "Univ Osijek, Tech Fac, Slavonski Brod",
journal = "Tehnicki Vjesnik-Technical Gazette",
title = "Investigation of the mortar and concrete resistance in aggressive solutions",
pages = "176-173",
number = "1",
volume = "21",
url = "https://hdl.handle.net/21.15107/rcub_vinar_5903"
}

Janković, K., Miličić, L., Stanković, S. J.,& Šušić, N.. (2014). Investigation of the mortar and concrete resistance in aggressive solutions. in Tehnicki Vjesnik-Technical Gazette
Univ Osijek, Tech Fac, Slavonski Brod., 21(1), 173-176.
https://hdl.handle.net/21.15107/rcub_vinar_5903

Janković K, Miličić L, Stanković SJ, Šušić N. Investigation of the mortar and concrete resistance in aggressive solutions. in Tehnicki Vjesnik-Technical Gazette. 2014;21(1):173-176.
https://hdl.handle.net/21.15107/rcub_vinar_5903 .

Janković, Ksenija, Miličić, Ljiljana, Stanković, Srboljub J., Šušić, Nenad, "Investigation of the mortar and concrete resistance in aggressive solutions" in Tehnicki Vjesnik-Technical Gazette, 21, no. 1 (2014):173-176,
https://hdl.handle.net/21.15107/rcub_vinar_5903 .

TY  - JOUR
AU  - Berisavljević, Dušan
AU  - Šušić, Nenad
PY  - 2013
UR  - http://rims.institutims.rs/handle/123456789/206
AB  - U radu su opisane četiri metode za ispitivanje šipova. Dve metode, "Sonic integrity testing" (SIT) i "Crosshole ultrasonic method" (CHUM) orijentisane su ka ispitivanju integriteta šipova, a dve metode "Dynamic load testing" (DLT) i "Rapid load testing" (STN) za cilj imaju određivanje nosivosti šipova. U odnosu na svrhu ispitivanja prikazana je međusobna komparacija metoda. Svaku metodu prati primer.
AB  - Paper describes four methods for pile testing. Two methods, namely : "Sonic integrity testing" (SIT) and "Crosshole ultrasonic method" (CHUM) are oriented toward testing the integrity of piles, and two methods "Dynamic load testing" (DLT) and "Rapid load testing" (STN) are aimed at determining bearing capacity of piles. Comparisons of methods are made regarding their purpose. For each test method example is given.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Dinamičke metode za ispitivanje šipova
T1  - Dynamic methods for pile testing
EP  - 245
IS  - 45
SP  - 201
UR  - https://hdl.handle.net/21.15107/rcub_rims_206
ER  - 

@article{
author = "Berisavljević, Dušan and Šušić, Nenad",
year = "2013",
abstract = "U radu su opisane četiri metode za ispitivanje šipova. Dve metode, "Sonic integrity testing" (SIT) i "Crosshole ultrasonic method" (CHUM) orijentisane su ka ispitivanju integriteta šipova, a dve metode "Dynamic load testing" (DLT) i "Rapid load testing" (STN) za cilj imaju određivanje nosivosti šipova. U odnosu na svrhu ispitivanja prikazana je međusobna komparacija metoda. Svaku metodu prati primer., Paper describes four methods for pile testing. Two methods, namely : "Sonic integrity testing" (SIT) and "Crosshole ultrasonic method" (CHUM) are oriented toward testing the integrity of piles, and two methods "Dynamic load testing" (DLT) and "Rapid load testing" (STN) are aimed at determining bearing capacity of piles. Comparisons of methods are made regarding their purpose. For each test method example is given.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Dinamičke metode za ispitivanje šipova, Dynamic methods for pile testing",
pages = "245-201",
number = "45",
url = "https://hdl.handle.net/21.15107/rcub_rims_206"
}

Berisavljević, D.,& Šušić, N.. (2013). Dinamičke metode za ispitivanje šipova. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(45), 201-245.
https://hdl.handle.net/21.15107/rcub_rims_206

Berisavljević D, Šušić N. Dinamičke metode za ispitivanje šipova. in Građevinski kalendar. 2013;(45):201-245.
https://hdl.handle.net/21.15107/rcub_rims_206 .

Berisavljević, Dušan, Šušić, Nenad, "Dinamičke metode za ispitivanje šipova" in Građevinski kalendar, no. 45 (2013):201-245,
https://hdl.handle.net/21.15107/rcub_rims_206 .

TY  - JOUR
AU  - Berisavljević, Dušan
AU  - Šušić, Nenad
PY  - 2012
UR  - http://rims.institutims.rs/handle/123456789/164
AB  - U poslednjih nekoliko godina, ispitivanje integriteta ugrađenih šipova postalo je veoma popularno na gradilištima u našoj zemlji. Pri tom, posebno mesto zauzima zvučna metoda, 'Sonic Integrity Test' kao pouzdana, jeftina i vremenski malo zahtevna, a namenjena ispitivanju kvaliteta izvedenih šipova. U radu su prikazane osnove metode, teorijske postavke i nekoliko primera iz naše prakse.
AB  - In recent years pile integrity testing have gained great popularity on sites all over the country. Special place among other methods belong to acoustic 'Sonic Integrity Test' method which is reliable, inexpensive and little time consuming. This paper presents discussion on basis, theoretical aspects and few case histories.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Osnove ispitivanja integriteta šipova s primerima iz prakse
T1  - Basis of pile integrity testing with few case histories
EP  - 64
IS  - 1
SP  - 55
VL  - 55
UR  - https://hdl.handle.net/21.15107/rcub_rims_164
ER  - 

@article{
author = "Berisavljević, Dušan and Šušić, Nenad",
year = "2012",
abstract = "U poslednjih nekoliko godina, ispitivanje integriteta ugrađenih šipova postalo je veoma popularno na gradilištima u našoj zemlji. Pri tom, posebno mesto zauzima zvučna metoda, 'Sonic Integrity Test' kao pouzdana, jeftina i vremenski malo zahtevna, a namenjena ispitivanju kvaliteta izvedenih šipova. U radu su prikazane osnove metode, teorijske postavke i nekoliko primera iz naše prakse., In recent years pile integrity testing have gained great popularity on sites all over the country. Special place among other methods belong to acoustic 'Sonic Integrity Test' method which is reliable, inexpensive and little time consuming. This paper presents discussion on basis, theoretical aspects and few case histories.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Osnove ispitivanja integriteta šipova s primerima iz prakse, Basis of pile integrity testing with few case histories",
pages = "64-55",
number = "1",
volume = "55",
url = "https://hdl.handle.net/21.15107/rcub_rims_164"
}

Berisavljević, D.,& Šušić, N.. (2012). Osnove ispitivanja integriteta šipova s primerima iz prakse. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 55(1), 55-64.
https://hdl.handle.net/21.15107/rcub_rims_164

Berisavljević D, Šušić N. Osnove ispitivanja integriteta šipova s primerima iz prakse. in Građevinski materijali i konstrukcije. 2012;55(1):55-64.
https://hdl.handle.net/21.15107/rcub_rims_164 .

Berisavljević, Dušan, Šušić, Nenad, "Osnove ispitivanja integriteta šipova s primerima iz prakse" in Građevinski materijali i konstrukcije, 55, no. 1 (2012):55-64,
https://hdl.handle.net/21.15107/rcub_rims_164 .

TY  - JOUR
AU  - Rakić, Dragoslav
AU  - Šušić, Nenad
AU  - Ljubojev, Milenko
PY  - 2012
UR  - http://rims.institutims.rs/handle/123456789/157
AB  - Nisu retki primeri vidljivih oštećenja (pukotine i prsline po fasadnim zidovima) na starijim građevinama Beograda koje su fundirane plitko. Najčešće je to posledica neravnomernih sleganja koja često nastaju usled nepredviđenog provlažavanja tla ispod temelja. Ovo provlažavanje je uglavnom lokalnog karaktera i u takvim uslovima je neminovna pojava diferencijalnih sleganja. U ovom radu su izloženi rezultati istraživanja koji ukazuju da pored veličine zone uticaja promene vlažnosti u tlu u horizontalnom pravcu i proračunatih vrednosti sleganja, treba analizirati i ukupnu promenu zapremine tla ispod temelja.
AB  - Examples of visible damage (cracks on the facade walls) on the shallow founded older buildings in Belgrade are not rare. Usually, this is a consequence of unequal settlement resulting from the unexpected moistening of soil under foundation. Moistening usually occurs locally and differential settlement is inevitable in such conditions. This paper presents the research results, which indicate that besides the size of impact zone of moisture change in the soil in horizontal direction and calculated settlement values, total change of soil volume under foundations should be analyzed.
PB  - Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica
T2  - Rudarski radovi, Bor
T1  - Analiza sleganja temelja usled progresivnog provlažavanja prašinastih glina
T1  - Analysis of foundation settlement from progressive moistening of silty clay
EP  - 20
IS  - 1
SP  - 1
DO  - 10.5937/rudrad1201001R
ER  - 

@article{
author = "Rakić, Dragoslav and Šušić, Nenad and Ljubojev, Milenko",
year = "2012",
abstract = "Nisu retki primeri vidljivih oštećenja (pukotine i prsline po fasadnim zidovima) na starijim građevinama Beograda koje su fundirane plitko. Najčešće je to posledica neravnomernih sleganja koja često nastaju usled nepredviđenog provlažavanja tla ispod temelja. Ovo provlažavanje je uglavnom lokalnog karaktera i u takvim uslovima je neminovna pojava diferencijalnih sleganja. U ovom radu su izloženi rezultati istraživanja koji ukazuju da pored veličine zone uticaja promene vlažnosti u tlu u horizontalnom pravcu i proračunatih vrednosti sleganja, treba analizirati i ukupnu promenu zapremine tla ispod temelja., Examples of visible damage (cracks on the facade walls) on the shallow founded older buildings in Belgrade are not rare. Usually, this is a consequence of unequal settlement resulting from the unexpected moistening of soil under foundation. Moistening usually occurs locally and differential settlement is inevitable in such conditions. This paper presents the research results, which indicate that besides the size of impact zone of moisture change in the soil in horizontal direction and calculated settlement values, total change of soil volume under foundations should be analyzed.",
publisher = "Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica",
journal = "Rudarski radovi, Bor",
title = "Analiza sleganja temelja usled progresivnog provlažavanja prašinastih glina, Analysis of foundation settlement from progressive moistening of silty clay",
pages = "20-1",
number = "1",
doi = "10.5937/rudrad1201001R"
}

Rakić, D., Šušić, N.,& Ljubojev, M.. (2012). Analiza sleganja temelja usled progresivnog provlažavanja prašinastih glina. in Rudarski radovi, Bor
Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica.(1), 1-20.
https://doi.org/10.5937/rudrad1201001R

Rakić D, Šušić N, Ljubojev M. Analiza sleganja temelja usled progresivnog provlažavanja prašinastih glina. in Rudarski radovi, Bor. 2012;(1):1-20.
doi:10.5937/rudrad1201001R .

Rakić, Dragoslav, Šušić, Nenad, Ljubojev, Milenko, "Analiza sleganja temelja usled progresivnog provlažavanja prašinastih glina" in Rudarski radovi, Bor, no. 1 (2012):1-20,
https://doi.org/10.5937/rudrad1201001R . .

TY  - JOUR
AU  - Berisavljević, Dušan
AU  - Šušić, Nenad
PY  - 2011
UR  - http://rims.institutims.rs/handle/123456789/139
AB  - Procena seizmičkog ponašanja zasićenog tla u uslovima zemljotresa zasniva se na geotehničkim istraživanjima i ispitivanjima i poznavanju seizmičkog režima izučavanog područja. Likvefakcija se obično pripisuje rastresitim, sitnozrnim, jednoličnim peskovima bez sadržaja plastične frakcije. Međutim, novija iskustva ukazuju da i finozrna i grubozrna tla mogu pretrpeti značajne deformacije nastale kao posledica delovanja cikličnih napona indukovanih zemljotresom. U radu je analizirana podložnost tla na pojavu likvefakcije na primeru rezervoara (R-27) za skladištenje nafte u Smederevu.
AB  - Assessment of seismic behavior of saturated soils during earthquake is based on geotechnical investigations and knowledge of the seismic regime of studied area. Liquefaction is usualy related to loose fine-grained, uniform sands free of plastic fractions. However, recent experience suggests that the fine grain and coars grain soils can undergo significant strains as a consequence of the cyclic stresses induced by earthquake. The paper presents analysis of liquefaction susceptibility of soil on example of the reservoir (R-27) in Smederevo.
PB  - Srpsko društvo za puteve VIA-VITA, Beograd
T2  - Put i saobraćaj
T1  - Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla
T1  - Assessment of liquefaction hazard by in situ CPT test analysis and indexing indicator of soil
EP  - 43
IS  - 1
SP  - 38
VL  - 57
UR  - https://hdl.handle.net/21.15107/rcub_rims_139
ER  - 

@article{
author = "Berisavljević, Dušan and Šušić, Nenad",
year = "2011",
abstract = "Procena seizmičkog ponašanja zasićenog tla u uslovima zemljotresa zasniva se na geotehničkim istraživanjima i ispitivanjima i poznavanju seizmičkog režima izučavanog područja. Likvefakcija se obično pripisuje rastresitim, sitnozrnim, jednoličnim peskovima bez sadržaja plastične frakcije. Međutim, novija iskustva ukazuju da i finozrna i grubozrna tla mogu pretrpeti značajne deformacije nastale kao posledica delovanja cikličnih napona indukovanih zemljotresom. U radu je analizirana podložnost tla na pojavu likvefakcije na primeru rezervoara (R-27) za skladištenje nafte u Smederevu., Assessment of seismic behavior of saturated soils during earthquake is based on geotechnical investigations and knowledge of the seismic regime of studied area. Liquefaction is usualy related to loose fine-grained, uniform sands free of plastic fractions. However, recent experience suggests that the fine grain and coars grain soils can undergo significant strains as a consequence of the cyclic stresses induced by earthquake. The paper presents analysis of liquefaction susceptibility of soil on example of the reservoir (R-27) in Smederevo.",
publisher = "Srpsko društvo za puteve VIA-VITA, Beograd",
journal = "Put i saobraćaj",
title = "Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla, Assessment of liquefaction hazard by in situ CPT test analysis and indexing indicator of soil",
pages = "43-38",
number = "1",
volume = "57",
url = "https://hdl.handle.net/21.15107/rcub_rims_139"
}

Berisavljević, D.,& Šušić, N.. (2011). Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla. in Put i saobraćaj
Srpsko društvo za puteve VIA-VITA, Beograd., 57(1), 38-43.
https://hdl.handle.net/21.15107/rcub_rims_139

Berisavljević D, Šušić N. Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla. in Put i saobraćaj. 2011;57(1):38-43.
https://hdl.handle.net/21.15107/rcub_rims_139 .

Berisavljević, Dušan, Šušić, Nenad, "Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla" in Put i saobraćaj, 57, no. 1 (2011):38-43,
https://hdl.handle.net/21.15107/rcub_rims_139 .

TY  - JOUR
AU  - Minić-Popović, Dragica M.
AU  - Maričić, Aleksa M.
AU  - Šušić, Nenad
PY  - 2002
UR  - http://rims.institutims.rs/handle/123456789/25
AB  - Metodom merenja električnog otpora u neizotermskim i izotermskim uslovima ispitan je proces termičke stabilizacije hladnosinterovanog amorfnog praha 82Ni18P. Pokazano je da se proces kristalizacije, praćen daljim sređivanjem strukture, odigrava stupnjevito u temperaturnom intervalu od 623 do 723 K. Merenjem promene električnog otpora na konstantnim temperaturama T1 = 613, T2 = 633 i T3 = 653 K određeni su kinetički parametri procesa stabilizacije strukture ispitivanih uzoraka. Utvrđeno je da svaki stupanj kristalizacije prati odgovarajuće smanjenje električnog otpora.
AB  - The process of thermal stabilization of cold sintered amorphous powder of 82Ni18P was studied using the method of measuring the electrical resistance in non-isothermal and isothermal conditions. It was shown that the process of crystallization followed by further structural arrangement occurs in stages in the temperature interval from 623 to 723 K. By measuring the change in electrical resistance at constant temperatures, T1 = 613, T2 = 633 and T3 = 653 K, the kinetic parameters of the process of structural ordering of the evaluated substance were found. It was shown that every stage of crystallization is followed by a decrease in electrical resistance.
PB  - Međunarodni Institut za nauku o sinterovanju, Beograd
T2  - Science of Sintering
T1  - Kinetics of thermal relaxation of cold sintered amorphous powder of 82Ni18P
EP  - 161
IS  - 2
SP  - 157
VL  - 34
DO  - 10.2298/SOS0202157M
ER  - 

@article{
author = "Minić-Popović, Dragica M. and Maričić, Aleksa M. and Šušić, Nenad",
year = "2002",
abstract = "Metodom merenja električnog otpora u neizotermskim i izotermskim uslovima ispitan je proces termičke stabilizacije hladnosinterovanog amorfnog praha 82Ni18P. Pokazano je da se proces kristalizacije, praćen daljim sređivanjem strukture, odigrava stupnjevito u temperaturnom intervalu od 623 do 723 K. Merenjem promene električnog otpora na konstantnim temperaturama T1 = 613, T2 = 633 i T3 = 653 K određeni su kinetički parametri procesa stabilizacije strukture ispitivanih uzoraka. Utvrđeno je da svaki stupanj kristalizacije prati odgovarajuće smanjenje električnog otpora., The process of thermal stabilization of cold sintered amorphous powder of 82Ni18P was studied using the method of measuring the electrical resistance in non-isothermal and isothermal conditions. It was shown that the process of crystallization followed by further structural arrangement occurs in stages in the temperature interval from 623 to 723 K. By measuring the change in electrical resistance at constant temperatures, T1 = 613, T2 = 633 and T3 = 653 K, the kinetic parameters of the process of structural ordering of the evaluated substance were found. It was shown that every stage of crystallization is followed by a decrease in electrical resistance.",
publisher = "Međunarodni Institut za nauku o sinterovanju, Beograd",
journal = "Science of Sintering",
title = "Kinetics of thermal relaxation of cold sintered amorphous powder of 82Ni18P",
pages = "161-157",
number = "2",
volume = "34",
doi = "10.2298/SOS0202157M"
}

Minić-Popović, D. M., Maričić, A. M.,& Šušić, N.. (2002). Kinetics of thermal relaxation of cold sintered amorphous powder of 82Ni18P. in Science of Sintering
Međunarodni Institut za nauku o sinterovanju, Beograd., 34(2), 157-161.
https://doi.org/10.2298/SOS0202157M

Minić-Popović DM, Maričić AM, Šušić N. Kinetics of thermal relaxation of cold sintered amorphous powder of 82Ni18P. in Science of Sintering. 2002;34(2):157-161.
doi:10.2298/SOS0202157M .

Minić-Popović, Dragica M., Maričić, Aleksa M., Šušić, Nenad, "Kinetics of thermal relaxation of cold sintered amorphous powder of 82Ni18P" in Science of Sintering, 34, no. 2 (2002):157-161,
https://doi.org/10.2298/SOS0202157M . .

TY  - JOUR
AU  - Šušić, Nenad
PY  - 2002
UR  - http://rims.institutims.rs/handle/123456789/24
AB  - In this paper we have shown results of research on the influence of the geotechnical environment on pile bearing capacity. Experimental research was carried out at full scale and consisted of test loading of 3 (three) piles. Field investigation for defining geotechnical models was carried out by cone penetration tests. The results and their analysis strongly suggest use of nondimensional coefficients in pile bearing capacity calculations.
PB  - ASCE - American Society of Civil Engineers
T2  - Geotechnical Special Publication
T1  - Recommendations for choice of coefficients in pile bearing capacity
EP  - 1403
IS  - 116 II
SP  - 1398
DO  - 10.1061/40601(256)100
ER  - 

@article{
author = "Šušić, Nenad",
year = "2002",
abstract = "In this paper we have shown results of research on the influence of the geotechnical environment on pile bearing capacity. Experimental research was carried out at full scale and consisted of test loading of 3 (three) piles. Field investigation for defining geotechnical models was carried out by cone penetration tests. The results and their analysis strongly suggest use of nondimensional coefficients in pile bearing capacity calculations.",
publisher = "ASCE - American Society of Civil Engineers",
journal = "Geotechnical Special Publication",
title = "Recommendations for choice of coefficients in pile bearing capacity",
pages = "1403-1398",
number = "116 II",
doi = "10.1061/40601(256)100"
}

Šušić, N.. (2002). Recommendations for choice of coefficients in pile bearing capacity. in Geotechnical Special Publication
ASCE - American Society of Civil Engineers.(116 II), 1398-1403.
https://doi.org/10.1061/40601(256)100

Šušić N. Recommendations for choice of coefficients in pile bearing capacity. in Geotechnical Special Publication. 2002;(116 II):1398-1403.
doi:10.1061/40601(256)100 .

Šušić, Nenad, "Recommendations for choice of coefficients in pile bearing capacity" in Geotechnical Special Publication, no. 116 II (2002):1398-1403,
https://doi.org/10.1061/40601(256)100 . .

TY  - JOUR
AU  - Šušić, Nenad
PY  - 2002
UR  - http://rims.institutims.rs/handle/123456789/23
AB  - U ovom radu analiziran je uticaj hladnog sinterovanja, tj. uticaj visokih pritisaka presovanja do 12 GPa na promene svojstava prirodnih alumosilikata. Izvršeno je ispitivanje hemijskog i minerološkog sastava i termičko ponašanje dva uzorka prirodnih alumosilikata sa dve različite lokacije. Rezultati pokazuju da delovanje visokih pritisaka izaziva značajne promene, od kojih je od posebnog značaja nastajanje amorfnih faza na račun kristalnih. Formirani amorfni sloj na površini čestica svojim raznovrsnim fizičko-mehaničkim, hemijskim i drugim svojstvima, posebno kroz duži vremenski period, može da utiče na procese nastajanja i aktiviranja klizišta i sleganja tla. Takođe, na ovaj način se otvara mogućnost dobijanja čitavog niza novih materijala sa sasvim novim svojstvima od značaja za keramičarsku i opekarsku industriju.
AB  - The effect of the application of high-pressure (up to 12 GPa) on natural alumino-silicates has been studied. Chemical and mineral compositions and thermal behaviour have been analyzed of two samples of alumino-silicates. Results obtained indicate that the application of high pressure causes notable changes. A particularly significant one is the formation of amorphous phases on account of crystalline phases. An amorphous layer formed on particle surfaces with its diverse physical, mechanical, chemical, and other properties, especially over a long period of time, can influence the processes provoking or activating land slides or soil settlements. This enables derivation of many new materials with entirely new properties important for use in the ceramic and brick industries.
PB  - Međunarodni Institut za nauku o sinterovanju, Beograd
T2  - Science of Sintering
T1  - The influence of high pressure on the properties of natural alumino-silicates
EP  - 168
IS  - 2
SP  - 163
VL  - 34
DO  - 10.2298/SOS0202163S
ER  - 

@article{
author = "Šušić, Nenad",
year = "2002",
abstract = "U ovom radu analiziran je uticaj hladnog sinterovanja, tj. uticaj visokih pritisaka presovanja do 12 GPa na promene svojstava prirodnih alumosilikata. Izvršeno je ispitivanje hemijskog i minerološkog sastava i termičko ponašanje dva uzorka prirodnih alumosilikata sa dve različite lokacije. Rezultati pokazuju da delovanje visokih pritisaka izaziva značajne promene, od kojih je od posebnog značaja nastajanje amorfnih faza na račun kristalnih. Formirani amorfni sloj na površini čestica svojim raznovrsnim fizičko-mehaničkim, hemijskim i drugim svojstvima, posebno kroz duži vremenski period, može da utiče na procese nastajanja i aktiviranja klizišta i sleganja tla. Takođe, na ovaj način se otvara mogućnost dobijanja čitavog niza novih materijala sa sasvim novim svojstvima od značaja za keramičarsku i opekarsku industriju., The effect of the application of high-pressure (up to 12 GPa) on natural alumino-silicates has been studied. Chemical and mineral compositions and thermal behaviour have been analyzed of two samples of alumino-silicates. Results obtained indicate that the application of high pressure causes notable changes. A particularly significant one is the formation of amorphous phases on account of crystalline phases. An amorphous layer formed on particle surfaces with its diverse physical, mechanical, chemical, and other properties, especially over a long period of time, can influence the processes provoking or activating land slides or soil settlements. This enables derivation of many new materials with entirely new properties important for use in the ceramic and brick industries.",
publisher = "Međunarodni Institut za nauku o sinterovanju, Beograd",
journal = "Science of Sintering",
title = "The influence of high pressure on the properties of natural alumino-silicates",
pages = "168-163",
number = "2",
volume = "34",
doi = "10.2298/SOS0202163S"
}

Šušić, N.. (2002). The influence of high pressure on the properties of natural alumino-silicates. in Science of Sintering
Međunarodni Institut za nauku o sinterovanju, Beograd., 34(2), 163-168.
https://doi.org/10.2298/SOS0202163S

Šušić N. The influence of high pressure on the properties of natural alumino-silicates. in Science of Sintering. 2002;34(2):163-168.
doi:10.2298/SOS0202163S .

Šušić, Nenad, "The influence of high pressure on the properties of natural alumino-silicates" in Science of Sintering, 34, no. 2 (2002):163-168,
https://doi.org/10.2298/SOS0202163S . .

TY  - JOUR
AU  - Šušić, Nenad
PY  - 2001
UR  - http://rims.institutims.rs/handle/123456789/17
AB  - Rezultati istraživanja prikazani u ovom radu pokazuju da provlažavanje podtemeljnog tla može da izazove bitne promene fizičko-mehaničkih svojstava tla. Tepromene se ogledaju u smanjenju modula stišljivosti, čvrstoće tla na smicanje i približavanju stanju tečne konzistencije. Ove promene su lokalnog nivoa i na tim mestima dolazi do naknadnog sleganja temelja, što izaziva pojavu diferencijalnih sleganja, a ona stvaraju pukotine i oštećenja na objektu. .
AB  - Research results presented in this paper show that dampening of sub foundation soil has important influence on changes in physiomechanical soil properties. Those changes are shown in lessening of modules of compressibility, soil shearing strength and nearing to state of liquid consistency. These changes are of a local level so that in these points subsequently soil settlement occurs causing differential settling which further causes cracks and structure damage.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Uticaj provlažavanja tla na oštećenje objekta
T1  - Influence of the soil dampening on the structure damage
EP  - 304
IS  - 7-8
SP  - 301
VL  - 55
UR  - https://hdl.handle.net/21.15107/rcub_rims_17
ER  - 

@article{
author = "Šušić, Nenad",
year = "2001",
abstract = "Rezultati istraživanja prikazani u ovom radu pokazuju da provlažavanje podtemeljnog tla može da izazove bitne promene fizičko-mehaničkih svojstava tla. Tepromene se ogledaju u smanjenju modula stišljivosti, čvrstoće tla na smicanje i približavanju stanju tečne konzistencije. Ove promene su lokalnog nivoa i na tim mestima dolazi do naknadnog sleganja temelja, što izaziva pojavu diferencijalnih sleganja, a ona stvaraju pukotine i oštećenja na objektu. ., Research results presented in this paper show that dampening of sub foundation soil has important influence on changes in physiomechanical soil properties. Those changes are shown in lessening of modules of compressibility, soil shearing strength and nearing to state of liquid consistency. These changes are of a local level so that in these points subsequently soil settlement occurs causing differential settling which further causes cracks and structure damage.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Uticaj provlažavanja tla na oštećenje objekta, Influence of the soil dampening on the structure damage",
pages = "304-301",
number = "7-8",
volume = "55",
url = "https://hdl.handle.net/21.15107/rcub_rims_17"
}

Šušić, N.. (2001). Uticaj provlažavanja tla na oštećenje objekta. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 55(7-8), 301-304.
https://hdl.handle.net/21.15107/rcub_rims_17

Šušić N. Uticaj provlažavanja tla na oštećenje objekta. in Izgradnja. 2001;55(7-8):301-304.
https://hdl.handle.net/21.15107/rcub_rims_17 .

Šušić, Nenad, "Uticaj provlažavanja tla na oštećenje objekta" in Izgradnja, 55, no. 7-8 (2001):301-304,
https://hdl.handle.net/21.15107/rcub_rims_17 .

TY  - JOUR
AU  - Mićić, M.
AU  - Jovančićević, B.
AU  - Polić, P.
AU  - Šušić, Nenad
AU  - Marković, D.
PY  - 1998
UR  - http://rims.institutims.rs/handle/123456789/13
AB  - The distinction between autochthonous, and oil-like origin of organic matter in geological sediments can be performed on the basis of n-alkane abundance and distribution patterns, determined by gas chromatography, or on the basis of the carbon-isotope ratio (δC13PDB) patterns of dominant n-alkanes, determined by gas chromatography-mass spectroscopy. Here we present solutions for automatic classification of organic matter origin in geological sediments, based on artificial neural networks.
PB  - TU Munchen
T2  - Fresenius Environmental Bulletin
T1  - Classification tools based on artificial neural networks for the purpose of identification of origin of organic matter and oil pollution in recent sediments
EP  - 653
IS  - 11-12
SP  - 648
VL  - 7
UR  - https://hdl.handle.net/21.15107/rcub_rims_13
ER  - 

@article{
author = "Mićić, M. and Jovančićević, B. and Polić, P. and Šušić, Nenad and Marković, D.",
year = "1998",
abstract = "The distinction between autochthonous, and oil-like origin of organic matter in geological sediments can be performed on the basis of n-alkane abundance and distribution patterns, determined by gas chromatography, or on the basis of the carbon-isotope ratio (δC13PDB) patterns of dominant n-alkanes, determined by gas chromatography-mass spectroscopy. Here we present solutions for automatic classification of organic matter origin in geological sediments, based on artificial neural networks.",
publisher = "TU Munchen",
journal = "Fresenius Environmental Bulletin",
title = "Classification tools based on artificial neural networks for the purpose of identification of origin of organic matter and oil pollution in recent sediments",
pages = "653-648",
number = "11-12",
volume = "7",
url = "https://hdl.handle.net/21.15107/rcub_rims_13"
}

Mićić, M., Jovančićević, B., Polić, P., Šušić, N.,& Marković, D.. (1998). Classification tools based on artificial neural networks for the purpose of identification of origin of organic matter and oil pollution in recent sediments. in Fresenius Environmental Bulletin
TU Munchen., 7(11-12), 648-653.
https://hdl.handle.net/21.15107/rcub_rims_13

Mićić M, Jovančićević B, Polić P, Šušić N, Marković D. Classification tools based on artificial neural networks for the purpose of identification of origin of organic matter and oil pollution in recent sediments. in Fresenius Environmental Bulletin. 1998;7(11-12):648-653.
https://hdl.handle.net/21.15107/rcub_rims_13 .

Mićić, M., Jovančićević, B., Polić, P., Šušić, Nenad, Marković, D., "Classification tools based on artificial neural networks for the purpose of identification of origin of organic matter and oil pollution in recent sediments" in Fresenius Environmental Bulletin, 7, no. 11-12 (1998):648-653,
https://hdl.handle.net/21.15107/rcub_rims_13 .

TY  - JOUR
AU  - Jovančićević, B.
AU  - Tasić, L.
AU  - Wehner, H.
AU  - Faber, E.
AU  - Šušić, Nenad
AU  - Polić, P.
PY  - 1997
UR  - http://rims.institutims.rs/handle/123456789/12
AB  - An attempt was made to determine the origin of soluble organic matter and to identify oil-type pollution, on the basis of n-alkane abundance and distribution patterns in the alkane fractions (determined by gas chromatography, GC), as well as on the basis of the carbon isotope ratio (δ 13 C(PDB)) of dominant n-alkanes (determined by gas chromatography - mass spectrometry, GC-MS). 17 samples of alluvial sediments from three, ecochemically different areas were investigated.
PB  - Parlar Scientific Publications
T2  - Fresenius Environmental Bulletin
T1  - Identification of oil-type pollution in recent sediments
EP  - 673
IS  - 11-12
SP  - 667
VL  - 6
UR  - https://hdl.handle.net/21.15107/rcub_rims_12
ER  - 

@article{
author = "Jovančićević, B. and Tasić, L. and Wehner, H. and Faber, E. and Šušić, Nenad and Polić, P.",
year = "1997",
abstract = "An attempt was made to determine the origin of soluble organic matter and to identify oil-type pollution, on the basis of n-alkane abundance and distribution patterns in the alkane fractions (determined by gas chromatography, GC), as well as on the basis of the carbon isotope ratio (δ 13 C(PDB)) of dominant n-alkanes (determined by gas chromatography - mass spectrometry, GC-MS). 17 samples of alluvial sediments from three, ecochemically different areas were investigated.",
publisher = "Parlar Scientific Publications",
journal = "Fresenius Environmental Bulletin",
title = "Identification of oil-type pollution in recent sediments",
pages = "673-667",
number = "11-12",
volume = "6",
url = "https://hdl.handle.net/21.15107/rcub_rims_12"
}

Jovančićević, B., Tasić, L., Wehner, H., Faber, E., Šušić, N.,& Polić, P.. (1997). Identification of oil-type pollution in recent sediments. in Fresenius Environmental Bulletin
Parlar Scientific Publications., 6(11-12), 667-673.
https://hdl.handle.net/21.15107/rcub_rims_12

Jovančićević B, Tasić L, Wehner H, Faber E, Šušić N, Polić P. Identification of oil-type pollution in recent sediments. in Fresenius Environmental Bulletin. 1997;6(11-12):667-673.
https://hdl.handle.net/21.15107/rcub_rims_12 .

Jovančićević, B., Tasić, L., Wehner, H., Faber, E., Šušić, Nenad, Polić, P., "Identification of oil-type pollution in recent sediments" in Fresenius Environmental Bulletin, 6, no. 11-12 (1997):667-673,
https://hdl.handle.net/21.15107/rcub_rims_12 .