TY  - CONF
AU  - Božović, Nikola
AU  - Ćosić, Mladen
AU  - Đoković, Ksenija
AU  - Milićević, Rajo
AU  - Krstić, Marija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/671
AB  - In the paper, the analysis of the bearing capacity of the pile and the redistribution of the
load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT)
incrementally increasing the compressive force on the test pile, and the tension force on the anchor
piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two
tests were conducted according to the same test program, where the test piles were of the same
length, while the length of the anchor piles in the second test was increased. In the first test, the
anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of
settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was
determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated
according to the LPC-CPT method.
C3  - GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja
T1  - Pile capacity distribution analysis for SLT with reactive system
EP  - 288
SP  - 282
UR  - https://hdl.handle.net/21.15107/rcub_rims_671
ER  - 

@conference{
author = "Božović, Nikola and Ćosić, Mladen and Đoković, Ksenija and Milićević, Rajo and Krstić, Marija",
year = "2023",
abstract = "In the paper, the analysis of the bearing capacity of the pile and the redistribution of the
load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT)
incrementally increasing the compressive force on the test pile, and the tension force on the anchor
piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two
tests were conducted according to the same test program, where the test piles were of the same
length, while the length of the anchor piles in the second test was increased. In the first test, the
anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of
settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was
determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated
according to the LPC-CPT method.",
journal = "GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja",
title = "Pile capacity distribution analysis for SLT with reactive system",
pages = "288-282",
url = "https://hdl.handle.net/21.15107/rcub_rims_671"
}

Božović, N., Ćosić, M., Đoković, K., Milićević, R.,& Krstić, M.. (2023). Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja, 282-288.
https://hdl.handle.net/21.15107/rcub_rims_671

Božović N, Ćosić M, Đoković K, Milićević R, Krstić M. Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja. 2023;:282-288.
https://hdl.handle.net/21.15107/rcub_rims_671 .

Božović, Nikola, Ćosić, Mladen, Đoković, Ksenija, Milićević, Rajo, Krstić, Marija, "Pile capacity distribution analysis for SLT with reactive system" in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja (2023):282-288,
https://hdl.handle.net/21.15107/rcub_rims_671 .

TY  - CONF
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
AU  - Božović, Nikola
AU  - Đoković, Ksenija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/672
AB  - U radu je prikazan sadržaj predloženog dokumenta Elaborata ispitivanja šipova i jasnije
su razjašnjene aktivnosti koje su obuhvaćene ovim dokumentom. Na primeru objekta Ušće 2
demonstrirana je primena jednog dela rešenja o ispitivanju šipova, a što bi se našlo u samom
elaboratu. Analizirane su količine (obim) ispitivanja šipova po tipovima testova i analizirane su
aktivnosti u okviru svakog pojedinačnog testa. Naglašeno je da je potrebna bolja saradnja na
relaciji projektant, izvođač i nadzora prema ispitivaču šipova.
C3  - GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja
T1  - Analiza modela upravljanja kvalitetom ispitivanja šipova
EP  - 581
SP  - 571
UR  - https://hdl.handle.net/21.15107/rcub_rims_672
ER  - 

@conference{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko and Božović, Nikola and Đoković, Ksenija",
year = "2023",
abstract = "U radu je prikazan sadržaj predloženog dokumenta Elaborata ispitivanja šipova i jasnije
su razjašnjene aktivnosti koje su obuhvaćene ovim dokumentom. Na primeru objekta Ušće 2
demonstrirana je primena jednog dela rešenja o ispitivanju šipova, a što bi se našlo u samom
elaboratu. Analizirane su količine (obim) ispitivanja šipova po tipovima testova i analizirane su
aktivnosti u okviru svakog pojedinačnog testa. Naglašeno je da je potrebna bolja saradnja na
relaciji projektant, izvođač i nadzora prema ispitivaču šipova.",
journal = "GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja",
title = "Analiza modela upravljanja kvalitetom ispitivanja šipova",
pages = "581-571",
url = "https://hdl.handle.net/21.15107/rcub_rims_672"
}

Ćosić, M., Šušić, N., Prica, M., Božović, N.,& Đoković, K.. (2023). Analiza modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja, 571-581.
https://hdl.handle.net/21.15107/rcub_rims_672

Ćosić M, Šušić N, Prica M, Božović N, Đoković K. Analiza modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja. 2023;:571-581.
https://hdl.handle.net/21.15107/rcub_rims_672 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, Božović, Nikola, Đoković, Ksenija, "Analiza modela upravljanja kvalitetom ispitivanja šipova" in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja (2023):571-581,
https://hdl.handle.net/21.15107/rcub_rims_672 .

TY  - CONF
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
AU  - Božović, Nikola
AU  - Đoković, Ksenija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/673
AB  - U radu je ukazano na postojeće probleme koji se pojavljuju prilikom planiranja, u toku i
nakon ispitivanja šipova. U tom smislu, na osnovu iskustava autora rada, predloženi su modeli
upravljanja kvalitetom ispitivanja šipova kojima se efikasnije planiraju i rešavaju sve aktivnosti
ispitivanja šipova i utiče na donošenje odluka koje se u praksi neadekvatno rešavaju. Posebno je
naglašeno uvođenje i primena Elaborata ispitivanja šipova kao nova forma dokumenta u kojem bi
se celokupna aktivnost planiranja, ispitivanja i donošenja odluka nakon ispitivnaja adekvatno
ispratili.
C3  - GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja
T1  - Razvoj modela upravljanja kvalitetom ispitivanja šipova
EP  - 570
SP  - 558
UR  - https://hdl.handle.net/21.15107/rcub_rims_673
ER  - 

@conference{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko and Božović, Nikola and Đoković, Ksenija",
year = "2023",
abstract = "U radu je ukazano na postojeće probleme koji se pojavljuju prilikom planiranja, u toku i
nakon ispitivanja šipova. U tom smislu, na osnovu iskustava autora rada, predloženi su modeli
upravljanja kvalitetom ispitivanja šipova kojima se efikasnije planiraju i rešavaju sve aktivnosti
ispitivanja šipova i utiče na donošenje odluka koje se u praksi neadekvatno rešavaju. Posebno je
naglašeno uvođenje i primena Elaborata ispitivanja šipova kao nova forma dokumenta u kojem bi
se celokupna aktivnost planiranja, ispitivanja i donošenja odluka nakon ispitivnaja adekvatno
ispratili.",
journal = "GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja",
title = "Razvoj modela upravljanja kvalitetom ispitivanja šipova",
pages = "570-558",
url = "https://hdl.handle.net/21.15107/rcub_rims_673"
}

Ćosić, M., Šušić, N., Prica, M., Božović, N.,& Đoković, K.. (2023). Razvoj modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja, 558-570.
https://hdl.handle.net/21.15107/rcub_rims_673

Ćosić M, Šušić N, Prica M, Božović N, Đoković K. Razvoj modela upravljanja kvalitetom ispitivanja šipova. in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja. 2023;:558-570.
https://hdl.handle.net/21.15107/rcub_rims_673 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, Božović, Nikola, Đoković, Ksenija, "Razvoj modela upravljanja kvalitetom ispitivanja šipova" in GEOTEHNIČKI ASPEKTI GRAĐEVINARSTVA I ZEMLJOTRESNO INŽENJERSTVO - Vrnjačka Banja (2023):558-570,
https://hdl.handle.net/21.15107/rcub_rims_673 .

TY  - CONF
AU  - Krstić, Marija
AU  - Božović, Nikola
AU  - Milićević, Rajo
AU  - Đoković, Ksenija
PY  - 2023
UR  - http://rims.institutims.rs/handle/123456789/675
AB  - The paper presents the technical solution for the foundation of the facilities of the
Boiler House for the energy utilization of waste and chimneys. Next to the boiler house, the
construction of a Bunker for waste storage is planned, which is founded at a depth of 6.0m below
the top of the boiler house's base plate. Based on the conditions of limited settlement, the
foundation of the boiler house was envisioned on drilled piles, while a hidden pile wall was
designed to protect the foundation pit of the bunker, which has the function of preventing large
deformations of the boiler house structure and does not jeopardize its stability. Calculations of the
bearing capacity of the piles based on the soil parameters from the geotechnical study are
presented, as well as the results of the pile tests with axial vertical pressure force.
C3  - GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja
T1  - Technical solution for the foundation of the elixire group waste to energy treatment in Prahovo
EP  - 371
SP  - 364
UR  - https://hdl.handle.net/21.15107/rcub_rims_675
ER  - 

@conference{
author = "Krstić, Marija and Božović, Nikola and Milićević, Rajo and Đoković, Ksenija",
year = "2023",
abstract = "The paper presents the technical solution for the foundation of the facilities of the
Boiler House for the energy utilization of waste and chimneys. Next to the boiler house, the
construction of a Bunker for waste storage is planned, which is founded at a depth of 6.0m below
the top of the boiler house's base plate. Based on the conditions of limited settlement, the
foundation of the boiler house was envisioned on drilled piles, while a hidden pile wall was
designed to protect the foundation pit of the bunker, which has the function of preventing large
deformations of the boiler house structure and does not jeopardize its stability. Calculations of the
bearing capacity of the piles based on the soil parameters from the geotechnical study are
presented, as well as the results of the pile tests with axial vertical pressure force.",
journal = "GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja",
title = "Technical solution for the foundation of the elixire group waste to energy treatment in Prahovo",
pages = "371-364",
url = "https://hdl.handle.net/21.15107/rcub_rims_675"
}

Krstić, M., Božović, N., Milićević, R.,& Đoković, K.. (2023). Technical solution for the foundation of the elixire group waste to energy treatment in Prahovo. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja, 364-371.
https://hdl.handle.net/21.15107/rcub_rims_675

Krstić M, Božović N, Milićević R, Đoković K. Technical solution for the foundation of the elixire group waste to energy treatment in Prahovo. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja. 2023;:364-371.
https://hdl.handle.net/21.15107/rcub_rims_675 .

Krstić, Marija, Božović, Nikola, Milićević, Rajo, Đoković, Ksenija, "Technical solution for the foundation of the elixire group waste to energy treatment in Prahovo" in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja (2023):364-371,
https://hdl.handle.net/21.15107/rcub_rims_675 .

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  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Đoković, Ksenija
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/764
AB  - The paper presents the static load tests (SLT) and dynamic load tests (DLT) of the piles and numerical analyses of piles in interaction with the soil of wind turbines. Pile tests were conducted using the equipment with counterweights for SLT and an autonomous system for the control of DLT of the piles. Numerical DLT analyses were performed by the signal matching method. Tests proved that the design resistance of piles of SLT and mobilized static resistance of DLT are higher than the design forces obtained from the design of the wind turbine foundations. Also, the need to develop a plan for testing the bearing capacity of piles, concerning large and significant buildings was emphasized.
T2  - Comptes rendus de l’Académie bulgare des Sciences
T1  - Static-Dynamic Tests of Bearing Capacity of Wind Turbine Piles
EP  - 1507
IS  - 10
SP  - 1499
VL  - 75
DO  - 10.7546/CRABS.2022.10.13
ER  - 

@article{
author = "Ćosić, Mladen and Šušić, Nenad and Đoković, Ksenija",
year = "2022",
abstract = "The paper presents the static load tests (SLT) and dynamic load tests (DLT) of the piles and numerical analyses of piles in interaction with the soil of wind turbines. Pile tests were conducted using the equipment with counterweights for SLT and an autonomous system for the control of DLT of the piles. Numerical DLT analyses were performed by the signal matching method. Tests proved that the design resistance of piles of SLT and mobilized static resistance of DLT are higher than the design forces obtained from the design of the wind turbine foundations. Also, the need to develop a plan for testing the bearing capacity of piles, concerning large and significant buildings was emphasized.",
journal = "Comptes rendus de l’Académie bulgare des Sciences",
title = "Static-Dynamic Tests of Bearing Capacity of Wind Turbine Piles",
pages = "1507-1499",
number = "10",
volume = "75",
doi = "10.7546/CRABS.2022.10.13"
}

Ćosić, M., Šušić, N.,& Đoković, K.. (2022). Static-Dynamic Tests of Bearing Capacity of Wind Turbine Piles. in Comptes rendus de l’Académie bulgare des Sciences, 75(10), 1499-1507.
https://doi.org/10.7546/CRABS.2022.10.13

Ćosić M, Šušić N, Đoković K. Static-Dynamic Tests of Bearing Capacity of Wind Turbine Piles. in Comptes rendus de l’Académie bulgare des Sciences. 2022;75(10):1499-1507.
doi:10.7546/CRABS.2022.10.13 .

Ćosić, Mladen, Šušić, Nenad, Đoković, Ksenija, "Static-Dynamic Tests of Bearing Capacity of Wind Turbine Piles" in Comptes rendus de l’Académie bulgare des Sciences, 75, no. 10 (2022):1499-1507,
https://doi.org/10.7546/CRABS.2022.10.13 . .

TY  - CONF
AU  - Krstić, Marija
AU  - Božović, Nikola
AU  - Đoković, Ksenija
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/590
AB  - To date, much research has been conducted in the field of the application of fly ash in road construction. Particular attention is paid to the effects of fly ash on soil stabilization. The results of the research show that self - binding fly ash is an efficient and economical stabilizing material for various applications in construction. The aim of this paper is to investigate the efficiency of stabilization of fine-grained soil with fly ash. This paper presents the results of the laboratory test for stabilization of loess with fly ash, which was conducted in August-September 2021 in the Laboratory for Roads and Geotechnics, at the IMS Institute in Belgrade. The materials used are ash from the heating plant "Energetika" doo. from Kragujevac and loess from the project "Nikola Tesla" airport in Surcin.
C3  - 5th Symposium of the Macedonian Association for Geotechnics MAG and 2nd Conference of Regional Geotechnical Societies ISRM Specialized Conference-Engineering problems in soft Rocks, Ohrid; Macedonia
T1  - Stabilization of loess with fly ash
EP  - 653
SP  - 648
UR  - https://hdl.handle.net/21.15107/rcub_rims_590
ER  - 

@conference{
author = "Krstić, Marija and Božović, Nikola and Đoković, Ksenija",
year = "2022",
abstract = "To date, much research has been conducted in the field of the application of fly ash in road construction. Particular attention is paid to the effects of fly ash on soil stabilization. The results of the research show that self - binding fly ash is an efficient and economical stabilizing material for various applications in construction. The aim of this paper is to investigate the efficiency of stabilization of fine-grained soil with fly ash. This paper presents the results of the laboratory test for stabilization of loess with fly ash, which was conducted in August-September 2021 in the Laboratory for Roads and Geotechnics, at the IMS Institute in Belgrade. The materials used are ash from the heating plant "Energetika" doo. from Kragujevac and loess from the project "Nikola Tesla" airport in Surcin.",
journal = "5th Symposium of the Macedonian Association for Geotechnics MAG and 2nd Conference of Regional Geotechnical Societies ISRM Specialized Conference-Engineering problems in soft Rocks, Ohrid; Macedonia",
title = "Stabilization of loess with fly ash",
pages = "653-648",
url = "https://hdl.handle.net/21.15107/rcub_rims_590"
}

Krstić, M., Božović, N.,& Đoković, K.. (2022). Stabilization of loess with fly ash. in 5th Symposium of the Macedonian Association for Geotechnics MAG and 2nd Conference of Regional Geotechnical Societies ISRM Specialized Conference-Engineering problems in soft Rocks, Ohrid; Macedonia, 648-653.
https://hdl.handle.net/21.15107/rcub_rims_590

Krstić M, Božović N, Đoković K. Stabilization of loess with fly ash. in 5th Symposium of the Macedonian Association for Geotechnics MAG and 2nd Conference of Regional Geotechnical Societies ISRM Specialized Conference-Engineering problems in soft Rocks, Ohrid; Macedonia. 2022;:648-653.
https://hdl.handle.net/21.15107/rcub_rims_590 .

Krstić, Marija, Božović, Nikola, Đoković, Ksenija, "Stabilization of loess with fly ash" in 5th Symposium of the Macedonian Association for Geotechnics MAG and 2nd Conference of Regional Geotechnical Societies ISRM Specialized Conference-Engineering problems in soft Rocks, Ohrid; Macedonia (2022):648-653,
https://hdl.handle.net/21.15107/rcub_rims_590 .

TY  - CONF
AU  - Đoković, Ksenija
AU  - Šušić, Nenad
AU  - Drobnjaković, Marina
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/591
AB  - The paper presents the results of testing the influence of mineralogical composition on the physical and mechanical properties of clayey soil, i.e. Atteberg consistency limits. The tests were conducted on samples of highly plastic clay soil with a high content of clay component in the granulometric composition (CF>80%). The results show that the liquid limit (LL) and the plasticity index (PI) increase with the increased content of clay minerals. High content of clay fraction, high values of Atteberg's consistency limits, analysis of colloidal activity, mineralogical and chemical analyzes showed that these are bentonite type clays containing montmorillonite and kaolinite minerals.
C3  - XXVIII Congress DIMK and IX congress SIGP with International Symposium on Researching and Application of Contemporary Achievements in Civil Engineering in the Field of Materials and Structures, Divčibare, Serbia
T1  - The influence of mineral composition on the plastic properties of clay soil
EP  - 387
SP  - 381
UR  - https://hdl.handle.net/21.15107/rcub_rims_591
ER  - 

@conference{
author = "Đoković, Ksenija and Šušić, Nenad and Drobnjaković, Marina",
year = "2022",
abstract = "The paper presents the results of testing the influence of mineralogical composition on the physical and mechanical properties of clayey soil, i.e. Atteberg consistency limits. The tests were conducted on samples of highly plastic clay soil with a high content of clay component in the granulometric composition (CF>80%). The results show that the liquid limit (LL) and the plasticity index (PI) increase with the increased content of clay minerals. High content of clay fraction, high values of Atteberg's consistency limits, analysis of colloidal activity, mineralogical and chemical analyzes showed that these are bentonite type clays containing montmorillonite and kaolinite minerals.",
journal = "XXVIII Congress DIMK and IX congress SIGP with International Symposium on Researching and Application of Contemporary Achievements in Civil Engineering in the Field of Materials and Structures, Divčibare, Serbia",
title = "The influence of mineral composition on the plastic properties of clay soil",
pages = "387-381",
url = "https://hdl.handle.net/21.15107/rcub_rims_591"
}

Đoković, K., Šušić, N.,& Drobnjaković, M.. (2022). The influence of mineral composition on the plastic properties of clay soil. in XXVIII Congress DIMK and IX congress SIGP with International Symposium on Researching and Application of Contemporary Achievements in Civil Engineering in the Field of Materials and Structures, Divčibare, Serbia, 381-387.
https://hdl.handle.net/21.15107/rcub_rims_591

Đoković K, Šušić N, Drobnjaković M. The influence of mineral composition on the plastic properties of clay soil. in XXVIII Congress DIMK and IX congress SIGP with International Symposium on Researching and Application of Contemporary Achievements in Civil Engineering in the Field of Materials and Structures, Divčibare, Serbia. 2022;:381-387.
https://hdl.handle.net/21.15107/rcub_rims_591 .

Đoković, Ksenija, Šušić, Nenad, Drobnjaković, Marina, "The influence of mineral composition on the plastic properties of clay soil" in XXVIII Congress DIMK and IX congress SIGP with International Symposium on Researching and Application of Contemporary Achievements in Civil Engineering in the Field of Materials and Structures, Divčibare, Serbia (2022):381-387,
https://hdl.handle.net/21.15107/rcub_rims_591 .

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  - 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  - Hadži-Niković, Gordana
AU  - Đoković, Ksenija
PY  - 2019
UR  - http://rims.institutims.rs/handle/123456789/367
AB  - The paper presents the results of recent investigations of the Zemun Loess Plateau, which focused on unsaturated and dispersive loess soil. Soil water retention curves, SWRCs, were determined experimentally, using a pressure plate apparatus for suction values of up to 1500 kPa, according to ASTM(1). Soil dispersivity was determined by means of the double hydrometer test, crumb test and pinhole test according to BS2 and ASTM1. The tests were carried out on samples of loess soil with different grain-size distributions, as well as natural and artificially prepared samples with different degree of compaction. The results of the study confirm that an indirect correlation can be established between SWRC parameters and soil dispersivity. Soil dispersivity increased with increasing soil entry values (u(a) - u(w))(b) and the residual degree of saturation S-res, and decreased with decreasing coefficient lambda. The air entry value and residual degree of saturation increased and the desaturation rate decreased with increasing proportions of the clay-size fraction. Soil compaction appears to have a greater effect on SWRC parameters than on soil dispersivity. The air entry value increased, but coefficient lambda. decreased with increasing density. Loess soil dispersivity tends to depend more on the chemical and mineral composition. Soils with more sodium and clay minerals are more dispersive.
PB  - Publ House Bulgarian Acad Sci, Sofia
T2  - Comptes Rendus de l Academie Bulgare des Sciences
T1  - Water retention parameters and sediment dispersivity of the Zemun loess plateau (Belgrade, Serbia)
EP  - 946
IS  - 7
SP  - 937
VL  - 72
DO  - 10.7546/CRABS.2019.07.11
ER  - 

@article{
author = "Hadži-Niković, Gordana and Đoković, Ksenija",
year = "2019",
abstract = "The paper presents the results of recent investigations of the Zemun Loess Plateau, which focused on unsaturated and dispersive loess soil. Soil water retention curves, SWRCs, were determined experimentally, using a pressure plate apparatus for suction values of up to 1500 kPa, according to ASTM(1). Soil dispersivity was determined by means of the double hydrometer test, crumb test and pinhole test according to BS2 and ASTM1. The tests were carried out on samples of loess soil with different grain-size distributions, as well as natural and artificially prepared samples with different degree of compaction. The results of the study confirm that an indirect correlation can be established between SWRC parameters and soil dispersivity. Soil dispersivity increased with increasing soil entry values (u(a) - u(w))(b) and the residual degree of saturation S-res, and decreased with decreasing coefficient lambda. The air entry value and residual degree of saturation increased and the desaturation rate decreased with increasing proportions of the clay-size fraction. Soil compaction appears to have a greater effect on SWRC parameters than on soil dispersivity. The air entry value increased, but coefficient lambda. decreased with increasing density. Loess soil dispersivity tends to depend more on the chemical and mineral composition. Soils with more sodium and clay minerals are more dispersive.",
publisher = "Publ House Bulgarian Acad Sci, Sofia",
journal = "Comptes Rendus de l Academie Bulgare des Sciences",
title = "Water retention parameters and sediment dispersivity of the Zemun loess plateau (Belgrade, Serbia)",
pages = "946-937",
number = "7",
volume = "72",
doi = "10.7546/CRABS.2019.07.11"
}

Hadži-Niković, G.,& Đoković, K.. (2019). Water retention parameters and sediment dispersivity of the Zemun loess plateau (Belgrade, Serbia). in Comptes Rendus de l Academie Bulgare des Sciences
Publ House Bulgarian Acad Sci, Sofia., 72(7), 937-946.
https://doi.org/10.7546/CRABS.2019.07.11

Hadži-Niković G, Đoković K. Water retention parameters and sediment dispersivity of the Zemun loess plateau (Belgrade, Serbia). in Comptes Rendus de l Academie Bulgare des Sciences. 2019;72(7):937-946.
doi:10.7546/CRABS.2019.07.11 .

Hadži-Niković, Gordana, Đoković, Ksenija, "Water retention parameters and sediment dispersivity of the Zemun loess plateau (Belgrade, Serbia)" in Comptes Rendus de l Academie Bulgare des Sciences, 72, no. 7 (2019):937-946,
https://doi.org/10.7546/CRABS.2019.07.11 . .

TY  - THES
AU  - Đoković, Ksenija
PY  - 2016
UR  - https://nardus.mpn.gov.rs/handle/123456789/7896
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=4801
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:15102/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=1025264871
UR  - http://rims.institutims.rs/handle/123456789/6
AB  - Disperzivna tla su posebna vrsta finozrnog tla, kod kojih usled njihovog hemijskog i mineraloškog sastava, kao i prirode fluida koji ispunjava porni prostor, dolazi do slabljenja strukturnih veza i odvajanja pojedinih čestica iz strukture, kojke dispergujui deflokulišu...
AB  - Dispersive soils are considered as a speciaal type of fine/grained soils, in which, due to their chemical and mineralogical composition, and the nature of the fluid that fills the pore space, the structural bonds may weaken and separation of the particles from the structure, i. e. dispersing and deflocculating, may occur...
PB  - Univerzitet u Beogradu, Rudarsko-geološki fakultet
T1  - Geomehanička svojstva erodibilnog i disperzivnog finozrnog tla
T1  - Geomechanical properties of erodible and dispersive fine-grained soils
UR  - https://hdl.handle.net/21.15107/rcub_nardus_7896
ER  - 

@phdthesis{
author = "Đoković, Ksenija",
year = "2016",
abstract = "Disperzivna tla su posebna vrsta finozrnog tla, kod kojih usled njihovog hemijskog i mineraloškog sastava, kao i prirode fluida koji ispunjava porni prostor, dolazi do slabljenja strukturnih veza i odvajanja pojedinih čestica iz strukture, kojke dispergujui deflokulišu..., Dispersive soils are considered as a speciaal type of fine/grained soils, in which, due to their chemical and mineralogical composition, and the nature of the fluid that fills the pore space, the structural bonds may weaken and separation of the particles from the structure, i. e. dispersing and deflocculating, may occur...",
publisher = "Univerzitet u Beogradu, Rudarsko-geološki fakultet",
title = "Geomehanička svojstva erodibilnog i disperzivnog finozrnog tla, Geomechanical properties of erodible and dispersive fine-grained soils",
url = "https://hdl.handle.net/21.15107/rcub_nardus_7896"
}

Đoković, K.. (2016). Geomehanička svojstva erodibilnog i disperzivnog finozrnog tla. 
Univerzitet u Beogradu, Rudarsko-geološki fakultet..
https://hdl.handle.net/21.15107/rcub_nardus_7896

Đoković K. Geomehanička svojstva erodibilnog i disperzivnog finozrnog tla. 2016;.
https://hdl.handle.net/21.15107/rcub_nardus_7896 .

Đoković, Ksenija, "Geomehanička svojstva erodibilnog i disperzivnog finozrnog tla" (2016),
https://hdl.handle.net/21.15107/rcub_nardus_7896 .

TY  - CONF
AU  - Hadži-Niković, Gordana
AU  - Rakić, Dragoslav
AU  - Đoković, Ksenija
PY  - 2015
UR  - http://rims.institutims.rs/handle/123456789/264
AB  - Stability analyses were performed for a real engineering-geological cross-section of unsaturated Quaternary silt sediments. Unsaturated shear strength is a function of the two stress variables: net normal stress and matric suction. Constitutive equations (unsaturated shear strength - matric suction) and (angle ∝b - matric suction) were defined for these silty soils. These equations were established on the basis of primary constitutive relationships for unsaturated soils by soil-water characteristic curves (effective degree of saturation - matric suction). Soil-water characteristic curves were obtained from results of experimental tests on draining saturated soil samples under different pressures, performed for the first time in Serbia, in a 15 bar pressure plate extractor, according ASTM. Effective shear strength parameters c' and ∝' were also experimentally obtained from direct shear tests. Stability analyses were performed using the GLE method for different climate conditions, before and after rainfall, i.e. for different values of matric suction. Stability analyses were performed for the same groundwater level, too. It was confirmed that rainfall decreases the angle (pb and stability of natural unsaturated soil slopes. Decreasing the ∝b angle of unsaturated soil, due to rainfall, decreases the safety factor of the slope faster for coarse-grained soil than for finegrained soil.
PB  - ICE Publishing
C3  - Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
T1  - Effect of changes in matric suction on slope stability in natural unsaturated soil
EP  - 1566
SP  - 1561
VL  - 4
UR  - https://hdl.handle.net/21.15107/rcub_rims_264
ER  - 

@conference{
author = "Hadži-Niković, Gordana and Rakić, Dragoslav and Đoković, Ksenija",
year = "2015",
abstract = "Stability analyses were performed for a real engineering-geological cross-section of unsaturated Quaternary silt sediments. Unsaturated shear strength is a function of the two stress variables: net normal stress and matric suction. Constitutive equations (unsaturated shear strength - matric suction) and (angle ∝b - matric suction) were defined for these silty soils. These equations were established on the basis of primary constitutive relationships for unsaturated soils by soil-water characteristic curves (effective degree of saturation - matric suction). Soil-water characteristic curves were obtained from results of experimental tests on draining saturated soil samples under different pressures, performed for the first time in Serbia, in a 15 bar pressure plate extractor, according ASTM. Effective shear strength parameters c' and ∝' were also experimentally obtained from direct shear tests. Stability analyses were performed using the GLE method for different climate conditions, before and after rainfall, i.e. for different values of matric suction. Stability analyses were performed for the same groundwater level, too. It was confirmed that rainfall decreases the angle (pb and stability of natural unsaturated soil slopes. Decreasing the ∝b angle of unsaturated soil, due to rainfall, decreases the safety factor of the slope faster for coarse-grained soil than for finegrained soil.",
publisher = "ICE Publishing",
journal = "Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer",
title = "Effect of changes in matric suction on slope stability in natural unsaturated soil",
pages = "1566-1561",
volume = "4",
url = "https://hdl.handle.net/21.15107/rcub_rims_264"
}

Hadži-Niković, G., Rakić, D.,& Đoković, K.. (2015). Effect of changes in matric suction on slope stability in natural unsaturated soil. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer
ICE Publishing., 4, 1561-1566.
https://hdl.handle.net/21.15107/rcub_rims_264

Hadži-Niković G, Rakić D, Đoković K. Effect of changes in matric suction on slope stability in natural unsaturated soil. in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer. 2015;4:1561-1566.
https://hdl.handle.net/21.15107/rcub_rims_264 .

Hadži-Niković, Gordana, Rakić, Dragoslav, Đoković, Ksenija, "Effect of changes in matric suction on slope stability in natural unsaturated soil" in Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Confer, 4 (2015):1561-1566,
https://hdl.handle.net/21.15107/rcub_rims_264 .

TY  - JOUR
AU  - Hadži-Niković, Gordana
AU  - Đoković, Ksenija
AU  - Vujić, S.
PY  - 2015
UR  - http://rims.institutims.rs/handle/123456789/265
AB  - Retaining walls are often built in unsaturated soil at shallow depth above groundwater level. It is critical to define active pressure in unsaturated soil for designing retaining walls, based on the expanded theory of lateral pressure by Rankin, considering interaction between active pressure and absorption of soil. For unsaturated floury soil occurring above groundwater level for a long time, the angle of internal friction is estimated based on the soil-water curve, for various depths of retaining walls and different values of absorption, which is constant and decreases with depth, the active pressures and critical height are determined for foundation pits with vertical unsupported walls. The results confirm that absorption reduces active pressure on a retaining wall and the critical height of the vertical walls of the foundation pits can be increased when absorption grows.
PB  - Pleiades Publishing Inc, Moscow
T2  - Journal of Mining Science
T1  - Effect of absorption on active pressure in floury soil
EP  - 260
IS  - 2
SP  - 253
VL  - 51
DO  - 10.1134/S1062739115020064
ER  - 

@article{
author = "Hadži-Niković, Gordana and Đoković, Ksenija and Vujić, S.",
year = "2015",
abstract = "Retaining walls are often built in unsaturated soil at shallow depth above groundwater level. It is critical to define active pressure in unsaturated soil for designing retaining walls, based on the expanded theory of lateral pressure by Rankin, considering interaction between active pressure and absorption of soil. For unsaturated floury soil occurring above groundwater level for a long time, the angle of internal friction is estimated based on the soil-water curve, for various depths of retaining walls and different values of absorption, which is constant and decreases with depth, the active pressures and critical height are determined for foundation pits with vertical unsupported walls. The results confirm that absorption reduces active pressure on a retaining wall and the critical height of the vertical walls of the foundation pits can be increased when absorption grows.",
publisher = "Pleiades Publishing Inc, Moscow",
journal = "Journal of Mining Science",
title = "Effect of absorption on active pressure in floury soil",
pages = "260-253",
number = "2",
volume = "51",
doi = "10.1134/S1062739115020064"
}

Hadži-Niković, G., Đoković, K.,& Vujić, S.. (2015). Effect of absorption on active pressure in floury soil. in Journal of Mining Science
Pleiades Publishing Inc, Moscow., 51(2), 253-260.
https://doi.org/10.1134/S1062739115020064

Hadži-Niković G, Đoković K, Vujić S. Effect of absorption on active pressure in floury soil. in Journal of Mining Science. 2015;51(2):253-260.
doi:10.1134/S1062739115020064 .

Hadži-Niković, Gordana, Đoković, Ksenija, Vujić, S., "Effect of absorption on active pressure in floury soil" in Journal of Mining Science, 51, no. 2 (2015):253-260,
https://doi.org/10.1134/S1062739115020064 . .

TY  - CONF
AU  - Đoković, Ksenija
AU  - Čaki, Laslo
AU  - Šušić, Nenad
PY  - 2013
UR  - http://rims.institutims.rs/handle/123456789/589
C3  - Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering
T1  - Assessing soil dispersitivity based on classification tests
EP  - 204
SP  - 197
UR  - https://hdl.handle.net/21.15107/rcub_rims_589
ER  - 

@conference{
author = "Đoković, Ksenija and Čaki, Laslo and Šušić, Nenad",
year = "2013",
journal = "Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering",
title = "Assessing soil dispersitivity based on classification tests",
pages = "204-197",
url = "https://hdl.handle.net/21.15107/rcub_rims_589"
}

Đoković, K., Čaki, L.,& Šušić, N.. (2013). Assessing soil dispersitivity based on classification tests. in Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering, 197-204.
https://hdl.handle.net/21.15107/rcub_rims_589

Đoković K, Čaki L, Šušić N. Assessing soil dispersitivity based on classification tests. in Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering. 2013;:197-204.
https://hdl.handle.net/21.15107/rcub_rims_589 .

Đoković, Ksenija, Čaki, Laslo, Šušić, Nenad, "Assessing soil dispersitivity based on classification tests" in Zbornik radova - Peto naučno-stručno međunarodno savetovanje Geotehnički aspekti građevinarstva, Sokobanja=Fifth International Conference Geotechnics in Civil Engineering (2013):197-204,
https://hdl.handle.net/21.15107/rcub_rims_589 .

TY  - JOUR
AU  - Đoković, Ksenija
AU  - Rakić, Dragoslav
AU  - Ljubojev, Milenko
PY  - 2013
UR  - http://rims.institutims.rs/handle/123456789/196
AB  - U radu je dat prikaz veze između Atterbergovih granica konzistencije i parametara zbijenosti tla dobijenih korelaciono-regresionom analizom. Veze između granice tečenja wl, granice plastičnosti wp, maksimalne suve gustine rdmax i optimalne vlažnosti wopt su dobijene na osnovu rezultata laboratorijskih ispitivanja sprovedenim na velikom broju uzoraka iz glinenog jezgra nasutih brana: Rovni, Selova, Prvonek i Barje. Primenom regresione i korelacione analize dobijene su empirijske jednačine i dijagrami. Na osnovu dobijenih jednačina moguće je proceniti vrednosti optimalne vlažnosti i maksimalne suve gustine poznavanjem Aterbergovih granica plastičnosti.
AB  - This paper presents the relationship between the Atterberg limits and soil compaction parameters obtained by the correlation-regression analysis. The relations between the liquid limit wl, plastic limit wp, maximum dry density rdmax and optimum moisture content wopt are obtained on the basis of the results of laboratory tests measured on a large number of samples of clay core earthfill dams Rovni, Selova, Prvonek and Barje. The regression and correlation analysis were obtained empirical equations and diagrams. Based on the obtained, the value of the optimum moisture content and maximum dry density of knowing the Atterberg limits of plasticity can be estimated.
PB  - Institut za rudarstvo i metalurgiju, Bor
T2  - Mining and Metallurgy Engineering Bor
T1  - Procena parametara zbijanosti tla na osnovu Atterbergovih granica konzistencije
T1  - Estimation of soil compaction parameters based on the Atterberg limits
EP  - 16
IS  - 4
SP  - 1
DO  - 10.5937/mmeb1304001D
ER  - 

@article{
author = "Đoković, Ksenija and Rakić, Dragoslav and Ljubojev, Milenko",
year = "2013",
abstract = "U radu je dat prikaz veze između Atterbergovih granica konzistencije i parametara zbijenosti tla dobijenih korelaciono-regresionom analizom. Veze između granice tečenja wl, granice plastičnosti wp, maksimalne suve gustine rdmax i optimalne vlažnosti wopt su dobijene na osnovu rezultata laboratorijskih ispitivanja sprovedenim na velikom broju uzoraka iz glinenog jezgra nasutih brana: Rovni, Selova, Prvonek i Barje. Primenom regresione i korelacione analize dobijene su empirijske jednačine i dijagrami. Na osnovu dobijenih jednačina moguće je proceniti vrednosti optimalne vlažnosti i maksimalne suve gustine poznavanjem Aterbergovih granica plastičnosti., This paper presents the relationship between the Atterberg limits and soil compaction parameters obtained by the correlation-regression analysis. The relations between the liquid limit wl, plastic limit wp, maximum dry density rdmax and optimum moisture content wopt are obtained on the basis of the results of laboratory tests measured on a large number of samples of clay core earthfill dams Rovni, Selova, Prvonek and Barje. The regression and correlation analysis were obtained empirical equations and diagrams. Based on the obtained, the value of the optimum moisture content and maximum dry density of knowing the Atterberg limits of plasticity can be estimated.",
publisher = "Institut za rudarstvo i metalurgiju, Bor",
journal = "Mining and Metallurgy Engineering Bor",
title = "Procena parametara zbijanosti tla na osnovu Atterbergovih granica konzistencije, Estimation of soil compaction parameters based on the Atterberg limits",
pages = "16-1",
number = "4",
doi = "10.5937/mmeb1304001D"
}

Đoković, K., Rakić, D.,& Ljubojev, M.. (2013). Procena parametara zbijanosti tla na osnovu Atterbergovih granica konzistencije. in Mining and Metallurgy Engineering Bor
Institut za rudarstvo i metalurgiju, Bor.(4), 1-16.
https://doi.org/10.5937/mmeb1304001D

Đoković K, Rakić D, Ljubojev M. Procena parametara zbijanosti tla na osnovu Atterbergovih granica konzistencije. in Mining and Metallurgy Engineering Bor. 2013;(4):1-16.
doi:10.5937/mmeb1304001D .

Đoković, Ksenija, Rakić, Dragoslav, Ljubojev, Milenko, "Procena parametara zbijanosti tla na osnovu Atterbergovih granica konzistencije" in Mining and Metallurgy Engineering Bor, no. 4 (2013):1-16,
https://doi.org/10.5937/mmeb1304001D . .