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  - 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  - CONF
AU  - Božović, Nikola
AU  - Krstić, Marija
AU  - Stojisavljević, Andrija
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/674
AB  - U radu su prikazane sanacione mere zaštite od odrona na državnom putu IB-23, deonica puta broj 02332, Mijoska – Gostun. Odroni su česta pojava na strmim kosinama koje izgrađuju ispucale stenske mase nakon perioda velikih kiša ili usled otapanja snežnog pokrivača. U maju 2017. i februaru 2022. godine odigrala su se dva velika odrona što je onemogućilo dalje odvijanje saobraćaja na ugroženom putnom pravcu. Prvobitna sanaciona mera 2017 g. i najbrže rešenje u pogledu bezbednog odvijanja saobraćaja bilo je izvođenje armiranobetonskog zida. Trajnje rešenje za zaštitu puta od potencijalnih odrona bilo je izvođenje armiranobetonske galerije nakon odrona 2022. g. Rad se odnosi na povećanje kapaciteta nosivosti i stabilnosti postojećeg potpornog zida za prijem povećanih vertikalnih i horizontalnih uticaja za slučaj da se usvoji AB galerija kao trajnje rešenje zaštite od odrona.
C3  - Dvanaesto međunarodno naučno – stručno savetovanje ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka banja
T1  - Ojačanje postojećeg AB zida radi zaštite puta od odrona
UR  - https://hdl.handle.net/21.15107/rcub_rims_674
ER  - 

@conference{
author = "Božović, Nikola and Krstić, Marija and Stojisavljević, Andrija",
year = "2022",
abstract = "U radu su prikazane sanacione mere zaštite od odrona na državnom putu IB-23, deonica puta broj 02332, Mijoska – Gostun. Odroni su česta pojava na strmim kosinama koje izgrađuju ispucale stenske mase nakon perioda velikih kiša ili usled otapanja snežnog pokrivača. U maju 2017. i februaru 2022. godine odigrala su se dva velika odrona što je onemogućilo dalje odvijanje saobraćaja na ugroženom putnom pravcu. Prvobitna sanaciona mera 2017 g. i najbrže rešenje u pogledu bezbednog odvijanja saobraćaja bilo je izvođenje armiranobetonskog zida. Trajnje rešenje za zaštitu puta od potencijalnih odrona bilo je izvođenje armiranobetonske galerije nakon odrona 2022. g. Rad se odnosi na povećanje kapaciteta nosivosti i stabilnosti postojećeg potpornog zida za prijem povećanih vertikalnih i horizontalnih uticaja za slučaj da se usvoji AB galerija kao trajnje rešenje zaštite od odrona.",
journal = "Dvanaesto međunarodno naučno – stručno savetovanje ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka banja",
title = "Ojačanje postojećeg AB zida radi zaštite puta od odrona",
url = "https://hdl.handle.net/21.15107/rcub_rims_674"
}

Božović, N., Krstić, M.,& Stojisavljević, A.. (2022). Ojačanje postojećeg AB zida radi zaštite puta od odrona. in Dvanaesto međunarodno naučno – stručno savetovanje ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka banja.
https://hdl.handle.net/21.15107/rcub_rims_674

Božović N, Krstić M, Stojisavljević A. Ojačanje postojećeg AB zida radi zaštite puta od odrona. in Dvanaesto međunarodno naučno – stručno savetovanje ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka banja. 2022;.
https://hdl.handle.net/21.15107/rcub_rims_674 .

Božović, Nikola, Krstić, Marija, Stojisavljević, Andrija, "Ojačanje postojećeg AB zida radi zaštite puta od odrona" in Dvanaesto međunarodno naučno – stručno savetovanje ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka banja (2022),
https://hdl.handle.net/21.15107/rcub_rims_674 .

TY  - CONF
AU  - Mitrović, Stefan
AU  - Todorović, Goran
AU  - Kostić, Bojan
AU  - Mirković-Marjanović, Milica
AU  - Božović, Nikola
AU  - Krstić, Marija
AU  - Erić, Aleksandar
AU  - Gospavić, Radovan
AU  - Ilić, Snežana
AU  - Kijanović, Aleksandar
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/602
AB  - The paper presents uniaxial compressive strength test according to SRPS EN 1926. Uniaxial compressive strength test was performed on 12 identical cube-shaped specimen’s dimensions 70 mm x 70 mm x 70 mm, which are made of sandstone. Samples were brought form Laz tunnel and were divided into two groups of six samples. First group of samples consists of 6 samples tested for uniaxial compressive strength. Second group of samples consists of 6 samples exposed to standard fire test according to SRPS EN 1363-1, with the intention to test uniaxial compressive strength after standard fire test. The aim of this study was to examine the uniaxial compressive strength of the rock, before and after standard fire test on the rock mass. The paper presents the strengths of the specimens tested before and after standard fire test.
C3  - Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova
T1  - Uniaxial compressive strength test before and after standard fire test on rock mass
UR  - https://hdl.handle.net/21.15107/rcub_rims_602
ER  - 

@conference{
author = "Mitrović, Stefan and Todorović, Goran and Kostić, Bojan and Mirković-Marjanović, Milica and Božović, Nikola and Krstić, Marija and Erić, Aleksandar and Gospavić, Radovan and Ilić, Snežana and Kijanović, Aleksandar",
year = "2022",
abstract = "The paper presents uniaxial compressive strength test according to SRPS EN 1926. Uniaxial compressive strength test was performed on 12 identical cube-shaped specimen’s dimensions 70 mm x 70 mm x 70 mm, which are made of sandstone. Samples were brought form Laz tunnel and were divided into two groups of six samples. First group of samples consists of 6 samples tested for uniaxial compressive strength. Second group of samples consists of 6 samples exposed to standard fire test according to SRPS EN 1363-1, with the intention to test uniaxial compressive strength after standard fire test. The aim of this study was to examine the uniaxial compressive strength of the rock, before and after standard fire test on the rock mass. The paper presents the strengths of the specimens tested before and after standard fire test.",
journal = "Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova",
title = "Uniaxial compressive strength test before and after standard fire test on rock mass",
url = "https://hdl.handle.net/21.15107/rcub_rims_602"
}

Mitrović, S., Todorović, G., Kostić, B., Mirković-Marjanović, M., Božović, N., Krstić, M., Erić, A., Gospavić, R., Ilić, S.,& Kijanović, A.. (2022). Uniaxial compressive strength test before and after standard fire test on rock mass. in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova.
https://hdl.handle.net/21.15107/rcub_rims_602

Mitrović S, Todorović G, Kostić B, Mirković-Marjanović M, Božović N, Krstić M, Erić A, Gospavić R, Ilić S, Kijanović A. Uniaxial compressive strength test before and after standard fire test on rock mass. in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova. 2022;.
https://hdl.handle.net/21.15107/rcub_rims_602 .

Mitrović, Stefan, Todorović, Goran, Kostić, Bojan, Mirković-Marjanović, Milica, Božović, Nikola, Krstić, Marija, Erić, Aleksandar, Gospavić, Radovan, Ilić, Snežana, Kijanović, Aleksandar, "Uniaxial compressive strength test before and after standard fire test on rock mass" in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova (2022),
https://hdl.handle.net/21.15107/rcub_rims_602 .

TY  - CONF
AU  - Božović, Nikola
AU  - Krstić, Marija
AU  - Todorović, Goran
AU  - Gospavić, Radovan
AU  - Mirković-Marjanović, Milica
AU  - Ilić, Snežana
AU  - Kijanović, Aleksandar
PY  - 2022
UR  - http://rims.institutims.rs/handle/123456789/601
AB  - The thermal conductivity of a material is the parameter that is most reliably determined experimentally. The problem of determining the thermal conductivity in the soil is greater because the soil is heterogeneous, so for the same soil this parameter may be different depending on the their ohysical characteristics. Therefore, it is necessary to adopt an appropiate model for describing the thermal conductivity of the soil for a particular location after the necessary tests are performed. This paper is based on experimental measurements of soil thermal conductivity as a function of moisture content in the area of the ,Nikola Tesla Airport construction site in Surčin and the adoption of one of the existing theoretical models that would satisfactorily describe changes in thermal consuctivity. Based on the obtained results of experimental reasearche, a two- parameter fitting of the measured values of thermal conductivity of the soil was performed in Cote-Konrad model, which proves to be reliable and the simplest to describe the thermal properties of loess in the area of Belgrade.
C3  - Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova
T1  - Measurement and modeling of thermal conductivity of loess at the location of the Airport Nikola Tesla in Surcin
UR  - https://hdl.handle.net/21.15107/rcub_rims_601
ER  - 

@conference{
author = "Božović, Nikola and Krstić, Marija and Todorović, Goran and Gospavić, Radovan and Mirković-Marjanović, Milica and Ilić, Snežana and Kijanović, Aleksandar",
year = "2022",
abstract = "The thermal conductivity of a material is the parameter that is most reliably determined experimentally. The problem of determining the thermal conductivity in the soil is greater because the soil is heterogeneous, so for the same soil this parameter may be different depending on the their ohysical characteristics. Therefore, it is necessary to adopt an appropiate model for describing the thermal conductivity of the soil for a particular location after the necessary tests are performed. This paper is based on experimental measurements of soil thermal conductivity as a function of moisture content in the area of the ,Nikola Tesla Airport construction site in Surčin and the adoption of one of the existing theoretical models that would satisfactorily describe changes in thermal consuctivity. Based on the obtained results of experimental reasearche, a two- parameter fitting of the measured values of thermal conductivity of the soil was performed in Cote-Konrad model, which proves to be reliable and the simplest to describe the thermal properties of loess in the area of Belgrade.",
journal = "Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova",
title = "Measurement and modeling of thermal conductivity of loess at the location of the Airport Nikola Tesla in Surcin",
url = "https://hdl.handle.net/21.15107/rcub_rims_601"
}

Božović, N., Krstić, M., Todorović, G., Gospavić, R., Mirković-Marjanović, M., Ilić, S.,& Kijanović, A.. (2022). Measurement and modeling of thermal conductivity of loess at the location of the Airport Nikola Tesla in Surcin. in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova.
https://hdl.handle.net/21.15107/rcub_rims_601

Božović N, Krstić M, Todorović G, Gospavić R, Mirković-Marjanović M, Ilić S, Kijanović A. Measurement and modeling of thermal conductivity of loess at the location of the Airport Nikola Tesla in Surcin. in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova. 2022;.
https://hdl.handle.net/21.15107/rcub_rims_601 .

Božović, Nikola, Krstić, Marija, Todorović, Goran, Gospavić, Radovan, Mirković-Marjanović, Milica, Ilić, Snežana, Kijanović, Aleksandar, "Measurement and modeling of thermal conductivity of loess at the location of the Airport Nikola Tesla in Surcin" in Peti simpozijum DGM (Društvo za geotehnika na Makedonija), Ohrid, Zbornik radova (2022),
https://hdl.handle.net/21.15107/rcub_rims_601 .

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  - Ćosić, Mladen
AU  - Božović, Nikola
AU  - Krstić, Marija
PY  - 2021
UR  - http://rims.institutims.rs/handle/123456789/752
AB  - The paper analyses transmission and redistribution of the load from the pile on the soil, with a special focus on these effects regarding the shaft and base of the pile. The test was conducted using the dynamic load test (DLT) by incrementally increasing the kinetic energy of the drop weight impact in several drops. The results of in‒situ DLTs are presented and after the performed signal matching for every impact of the drop weight. The testing and appropriate numerical analyses determined the mechanism of redistribution of the shaft-base load of the pile up to the ultimate bearing capacity, whereby there occurs a reduction in the transmission of the load via the shaft and an increase in the transmission of the load via the base.
PB  - Savez građevinskih inženjera Srbije SGIS
C3  - Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
T1  - Analysis of Redistribution of the Pile Shaft-Base Load Using the Dynamic Load Test (DLT)
EP  - 316
SP  - 308
UR  - https://hdl.handle.net/21.15107/rcub_rims_752
ER  - 

@conference{
author = "Ćosić, Mladen and Božović, Nikola and Krstić, Marija",
year = "2021",
abstract = "The paper analyses transmission and redistribution of the load from the pile on the soil, with a special focus on these effects regarding the shaft and base of the pile. The test was conducted using the dynamic load test (DLT) by incrementally increasing the kinetic energy of the drop weight impact in several drops. The results of in‒situ DLTs are presented and after the performed signal matching for every impact of the drop weight. The testing and appropriate numerical analyses determined the mechanism of redistribution of the shaft-base load of the pile up to the ultimate bearing capacity, whereby there occurs a reduction in the transmission of the load via the shaft and an increase in the transmission of the load via the base.",
publisher = "Savez građevinskih inženjera Srbije SGIS",
journal = "Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia",
title = "Analysis of Redistribution of the Pile Shaft-Base Load Using the Dynamic Load Test (DLT)",
pages = "316-308",
url = "https://hdl.handle.net/21.15107/rcub_rims_752"
}

Ćosić, M., Božović, N.,& Krstić, M.. (2021). Analysis of Redistribution of the Pile Shaft-Base Load Using the Dynamic Load Test (DLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia
Savez građevinskih inženjera Srbije SGIS., 308-316.
https://hdl.handle.net/21.15107/rcub_rims_752

Ćosić M, Božović N, Krstić M. Analysis of Redistribution of the Pile Shaft-Base Load Using the Dynamic Load Test (DLT). in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia. 2021;:308-316.
https://hdl.handle.net/21.15107/rcub_rims_752 .

Ćosić, Mladen, Božović, Nikola, Krstić, Marija, "Analysis of Redistribution of the Pile Shaft-Base Load Using the Dynamic Load Test (DLT)" in Earthquake Engineering and Geotechnical Aspects of Civil Engineering, Vrnjačka Banja, Serbia (2021):308-316,
https://hdl.handle.net/21.15107/rcub_rims_752 .