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  - 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  - CONF
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
AU  - Božović, Nikola
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/753
AB  - The paper presents typical examples of pile load tests with a specific analysis of results, whereby the test methodology relies on existing ASTM standards, own knowledge and experience. The pile tests were conducted using own equipment with licensed hardware and software for the Dynamic Load Test (DLT). The tests have shown the correct and problematic situations that arise when analyzing the bearing capacity of piles. Aspects of application of different equipment and testing methodologies in different situations are indicated. Also, the need to develop a plan for testing the load capacity of piles when it comes to large and significant structures was pointed out.
PB  - Savez građevinskih inženjera Srbije SGIS
C3  - Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
T1  - Some Aspects of Pile Testing Using Dynamic Load Test (DLT)
EP  - 299
SP  - 289
UR  - https://hdl.handle.net/21.15107/rcub_rims_753
ER  - 

@conference{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko and Božović, Nikola",
year = "2021",
abstract = "The paper presents typical examples of pile load tests with a specific analysis of results, whereby the test methodology relies on existing ASTM standards, own knowledge and experience. The pile tests were conducted using own equipment with licensed hardware and software for the Dynamic Load Test (DLT). The tests have shown the correct and problematic situations that arise when analyzing the bearing capacity of piles. Aspects of application of different equipment and testing methodologies in different situations are indicated. Also, the need to develop a plan for testing the load capacity of piles when it comes to large and significant structures was pointed out.",
publisher = "Savez građevinskih inženjera Srbije SGIS",
journal = "Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia",
title = "Some Aspects of Pile Testing Using Dynamic Load Test (DLT)",
pages = "299-289",
url = "https://hdl.handle.net/21.15107/rcub_rims_753"
}

Ćosić, M., Šušić, N., Prica, M.,& Božović, N.. (2021). Some Aspects of Pile Testing Using Dynamic Load Test (DLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
Savez građevinskih inženjera Srbije SGIS., 289-299.
https://hdl.handle.net/21.15107/rcub_rims_753

Ćosić M, Šušić N, Prica M, Božović N. Some Aspects of Pile Testing Using Dynamic Load Test (DLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia. 2021;:289-299.
https://hdl.handle.net/21.15107/rcub_rims_753 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, Božović, Nikola, "Some Aspects of Pile Testing Using Dynamic Load Test (DLT)" in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia (2021):289-299,
https://hdl.handle.net/21.15107/rcub_rims_753 .

TY  - CONF
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/754
AB  - The paper presents typical examples of pile load tests with a specific analysis of results, whereby the test methodology relies on existing ASTM standards, own knowledge and experience. The pile tests were conducted using own equipment with licensed hardware and software for the Static Load Test (SLT). The tests have shown some situations that arise when analyzing the bearing capacity of piles. Aspects of application of different equipment and testing methodologies in different situations are indicated. Also, the need to develop a plan for testing the load capacity of piles when it comes to large and significant structures was pointed out.
PB  - Savez građevinskih inženjera Srbije SGIS
C3  - Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
T1  - Some Aspects of Pile Testing Using Static Load Test (SLT)
EP  - 327
SP  - 317
UR  - https://hdl.handle.net/21.15107/rcub_rims_754
ER  - 

@conference{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko",
year = "2021",
abstract = "The paper presents typical examples of pile load tests with a specific analysis of results, whereby the test methodology relies on existing ASTM standards, own knowledge and experience. The pile tests were conducted using own equipment with licensed hardware and software for the Static Load Test (SLT). The tests have shown some situations that arise when analyzing the bearing capacity of piles. Aspects of application of different equipment and testing methodologies in different situations are indicated. Also, the need to develop a plan for testing the load capacity of piles when it comes to large and significant structures was pointed out.",
publisher = "Savez građevinskih inženjera Srbije SGIS",
journal = "Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia",
title = "Some Aspects of Pile Testing Using Static Load Test (SLT)",
pages = "327-317",
url = "https://hdl.handle.net/21.15107/rcub_rims_754"
}

Ćosić, M., Šušić, N.,& Prica, M.. (2021). Some Aspects of Pile Testing Using Static Load Test (SLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
Savez građevinskih inženjera Srbije SGIS., 317-327.
https://hdl.handle.net/21.15107/rcub_rims_754

Ćosić M, Šušić N, Prica M. Some Aspects of Pile Testing Using Static Load Test (SLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia. 2021;:317-327.
https://hdl.handle.net/21.15107/rcub_rims_754 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, "Some Aspects of Pile Testing Using Static Load Test (SLT)" in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia (2021):317-327,
https://hdl.handle.net/21.15107/rcub_rims_754 .

TY  - PAT
AU  - Ćosić, Mladen
AU  - Šušić, Nenad
AU  - Prica, Marko
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/623
T2  - Nacionalni registar
T1  - Sistem sa oprugom za poboljšanje dinamičkog ispitivanja šipa
UR  - https://hdl.handle.net/21.15107/rcub_rims_623
ER  - 

@misc{
author = "Ćosić, Mladen and Šušić, Nenad and Prica, Marko",
year = "2021",
journal = "Nacionalni registar",
title = "Sistem sa oprugom za poboljšanje dinamičkog ispitivanja šipa",
url = "https://hdl.handle.net/21.15107/rcub_rims_623"
}

Ćosić, M., Šušić, N.,& Prica, M.. (2021). Sistem sa oprugom za poboljšanje dinamičkog ispitivanja šipa. in Nacionalni registar.
https://hdl.handle.net/21.15107/rcub_rims_623

Ćosić M, Šušić N, Prica M. Sistem sa oprugom za poboljšanje dinamičkog ispitivanja šipa. in Nacionalni registar. 2021;.
https://hdl.handle.net/21.15107/rcub_rims_623 .

Ćosić, Mladen, Šušić, Nenad, Prica, Marko, "Sistem sa oprugom za poboljšanje dinamičkog ispitivanja šipa" in Nacionalni registar (2021),
https://hdl.handle.net/21.15107/rcub_rims_623 .

TY  - PAT
AU  - Prica, Marko
AU  - Šušić, Nenad
AU  - Božić-Tomić, Kristina
PY  - 2018
UR  - http://rims.institutims.rs/handle/123456789/687
T2  - Registar malih patenata, Zavod za intelektualnu svojinu, Sektor za patente, Republika Srbija; Glasnik intelektualne svojine
T1  - Cevasti elementi za sanaciju klizišta
IS  - 1
UR  - https://hdl.handle.net/21.15107/rcub_rims_687
ER  - 

@misc{
author = "Prica, Marko and Šušić, Nenad and Božić-Tomić, Kristina",
year = "2018",
journal = "Registar malih patenata, Zavod za intelektualnu svojinu, Sektor za patente, Republika Srbija; Glasnik intelektualne svojine",
title = "Cevasti elementi za sanaciju klizišta",
number = "1",
url = "https://hdl.handle.net/21.15107/rcub_rims_687"
}

Prica, M., Šušić, N.,& Božić-Tomić, K.. (2018). Cevasti elementi za sanaciju klizišta. in Registar malih patenata, Zavod za intelektualnu svojinu, Sektor za patente, Republika Srbija; Glasnik intelektualne svojine(1).
https://hdl.handle.net/21.15107/rcub_rims_687

Prica M, Šušić N, Božić-Tomić K. Cevasti elementi za sanaciju klizišta. in Registar malih patenata, Zavod za intelektualnu svojinu, Sektor za patente, Republika Srbija; Glasnik intelektualne svojine. 2018;(1).
https://hdl.handle.net/21.15107/rcub_rims_687 .

Prica, Marko, Šušić, Nenad, Božić-Tomić, Kristina, "Cevasti elementi za sanaciju klizišta" in Registar malih patenata, Zavod za intelektualnu svojinu, Sektor za patente, Republika Srbija; Glasnik intelektualne svojine, no. 1 (2018),
https://hdl.handle.net/21.15107/rcub_rims_687 .

TY  - JOUR
AU  - Dragićević, Slavoljub
AU  - Novković, Ivan
AU  - Prica, Marko
PY  - 2009
UR  - http://rims.institutims.rs/handle/123456789/84
AB  - Stereotipna istraživanja prirodnih uslova na teritoriji Srbije uslovljavaju ograničenu aplikativnu vrednost velikog broja dosadašnjih strategija razvoja i planskih dokumenata različite namene. Najbolji pokazatelj toga je Strategija razvoja planskog područja opštine Ub, gde je osim opšte analize prirodnih potencijala umnogome zapostavljeno determinisanje površina ugroženih različitim intenzitetom geomorfoloških procesa. Kolika je ugroženost neke teritorije padinskim procesima predstavlja bitan činilac pri izboru lokacije i planiranju namene korišćenja zemljišta, pri određivanju stepena koncentracije fizičkih struktura i infrastrukturnih objekata. Ovakva vrsta analiza predstavlja nezaobilazni segment strategija prostornog razvoja neke teritorije. Dakle, osim analize prirodnih uslova kao potencijala razvoja nekog prostora, jednaka pažnja se mora posvetiti i pravilnoj proceni stepena povredivosti prostora, odnosno ograničenja za njegovo korišćenje i razvoj. .
AB  - Stereotype researches of natural conditions on the territory of Serbia have caused limited application value of the large number of recent development strategies and planning documents of different purpose. The best indicator of this is the Strategy of development of planning area of the municipality Ub where, apart from general analysis of natural potential, determining the areas endangered by different intensity of geomorphologic processes was neglected in many ways. At what extent the territory is at risk of slope processes represents an important factor in choosing the location and planning the purpose of the land use, and in defining the degree of concentration of physical structure and objects of infrastructure. This kind of analysis is unavoidable segment of strategy for spatial development of some territory. Therefore, apart from the analysis of natural conditions as the potential of development of some territory, the same attention should be paid to rightful assessment of degree of impairment of the territory, i.e. limitations for its development and growth. .
PB  - Srpsko geografsko društvo, Beograd
T2  - Glasnik Srpskog geografskog društva
T1  - Rizik od padinskih procesa na teritoriji opštine Ub
T1  - The risk of slope processes on the territory of Ub municipality
EP  - 164
IS  - 3
SP  - 147
VL  - 89
UR  - https://hdl.handle.net/21.15107/rcub_rims_84
ER  - 

@article{
author = "Dragićević, Slavoljub and Novković, Ivan and Prica, Marko",
year = "2009",
abstract = "Stereotipna istraživanja prirodnih uslova na teritoriji Srbije uslovljavaju ograničenu aplikativnu vrednost velikog broja dosadašnjih strategija razvoja i planskih dokumenata različite namene. Najbolji pokazatelj toga je Strategija razvoja planskog područja opštine Ub, gde je osim opšte analize prirodnih potencijala umnogome zapostavljeno determinisanje površina ugroženih različitim intenzitetom geomorfoloških procesa. Kolika je ugroženost neke teritorije padinskim procesima predstavlja bitan činilac pri izboru lokacije i planiranju namene korišćenja zemljišta, pri određivanju stepena koncentracije fizičkih struktura i infrastrukturnih objekata. Ovakva vrsta analiza predstavlja nezaobilazni segment strategija prostornog razvoja neke teritorije. Dakle, osim analize prirodnih uslova kao potencijala razvoja nekog prostora, jednaka pažnja se mora posvetiti i pravilnoj proceni stepena povredivosti prostora, odnosno ograničenja za njegovo korišćenje i razvoj. ., Stereotype researches of natural conditions on the territory of Serbia have caused limited application value of the large number of recent development strategies and planning documents of different purpose. The best indicator of this is the Strategy of development of planning area of the municipality Ub where, apart from general analysis of natural potential, determining the areas endangered by different intensity of geomorphologic processes was neglected in many ways. At what extent the territory is at risk of slope processes represents an important factor in choosing the location and planning the purpose of the land use, and in defining the degree of concentration of physical structure and objects of infrastructure. This kind of analysis is unavoidable segment of strategy for spatial development of some territory. Therefore, apart from the analysis of natural conditions as the potential of development of some territory, the same attention should be paid to rightful assessment of degree of impairment of the territory, i.e. limitations for its development and growth. .",
publisher = "Srpsko geografsko društvo, Beograd",
journal = "Glasnik Srpskog geografskog društva",
title = "Rizik od padinskih procesa na teritoriji opštine Ub, The risk of slope processes on the territory of Ub municipality",
pages = "164-147",
number = "3",
volume = "89",
url = "https://hdl.handle.net/21.15107/rcub_rims_84"
}

Dragićević, S., Novković, I.,& Prica, M.. (2009). Rizik od padinskih procesa na teritoriji opštine Ub. in Glasnik Srpskog geografskog društva
Srpsko geografsko društvo, Beograd., 89(3), 147-164.
https://hdl.handle.net/21.15107/rcub_rims_84

Dragićević S, Novković I, Prica M. Rizik od padinskih procesa na teritoriji opštine Ub. in Glasnik Srpskog geografskog društva. 2009;89(3):147-164.
https://hdl.handle.net/21.15107/rcub_rims_84 .

Dragićević, Slavoljub, Novković, Ivan, Prica, Marko, "Rizik od padinskih procesa na teritoriji opštine Ub" in Glasnik Srpskog geografskog društva, 89, no. 3 (2009):147-164,
https://hdl.handle.net/21.15107/rcub_rims_84 .