TY  - JOUR
AU  - Cvetković, Jovana
AU  - Živanović, Nikola
AU  - Rončević, Vukašin
AU  - Gajić, Grozdana
AU  - Kabiljo, Milan
PY  - 2022
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/1326
AB  - Na pojavu klizišta mogu uticati mnogi faktori: promenljivi klimatski uslovi; velika količina padavina u kratkom periodu; složenost strukture terena; opterećenja od saobraćaja, itd. Rad se bavi problemom sanacije klizišta na regionalnom putu Stolice - Krupanj, koje je nastalo usled opterećenja od vozila i zasićenja zemljišta vodom. Tehničke mere koje su primenjene za sanaciju klizišta su: betonski potporni zid i potporna konstrukcija od tla i geomreže. Na osnovu podataka o zemljištu iz laboratorijskih ispitivanja izvršene su provere stabilnosti kosina pre i posle primenjenih mera sanacije u programu GEO5, dok je stabilnost betonskog zida ispitivana analitičkim proračunom faktora sigurnosti na prevrtanje i horizontalno pomeranje. Obe tehničke mere, zadatih fizičko mehaničkih karakteristika, povećale su stabilnost padine.
AB  - Landslides can be triggered by different factors including changeable weather conditions, prolonged heavy rains, complex terrain, traffic loads, etc. This paper deals with the problem of landslide rehabilitation on the Stolice-Krupanj regional road that resulted from vehicle loads and soil saturated with water. The technical measures used in the rehabilitation of the landslide included a concrete retaining wall and a geogrid-reinforced soil structure. Based on data related to soil obtained from laboratory tests, slope stability before and after applying rehabilitation measures was tested in the GEO5 Geotechnical software. The stability of the concrete wall was examined analytically by calculating the factors of safety against toppling and horizontal displacement. Both technical measures of given physicalmechanical properties increased the stability of the slope.
PB  - Institut za šumarstvo, Beograd
T2  - Sustainable Forestry: Collection
T1  - Primena potpornih konstrukcija u sanaciji klizišta na regionalnom putu Stolice - Krupanj
T1  - Application of retaining structures in rehabilitation of landslide on Stolice - Krupanj regional road
EP  - 196
IS  - 85-86
SP  - 183
DO  - 10.5937/SustFor2285183C
UR  - conv_776
ER  - 

@article{
author = "Cvetković, Jovana and Živanović, Nikola and Rončević, Vukašin and Gajić, Grozdana and Kabiljo, Milan",
year = "2022",
abstract = "Na pojavu klizišta mogu uticati mnogi faktori: promenljivi klimatski uslovi; velika količina padavina u kratkom periodu; složenost strukture terena; opterećenja od saobraćaja, itd. Rad se bavi problemom sanacije klizišta na regionalnom putu Stolice - Krupanj, koje je nastalo usled opterećenja od vozila i zasićenja zemljišta vodom. Tehničke mere koje su primenjene za sanaciju klizišta su: betonski potporni zid i potporna konstrukcija od tla i geomreže. Na osnovu podataka o zemljištu iz laboratorijskih ispitivanja izvršene su provere stabilnosti kosina pre i posle primenjenih mera sanacije u programu GEO5, dok je stabilnost betonskog zida ispitivana analitičkim proračunom faktora sigurnosti na prevrtanje i horizontalno pomeranje. Obe tehničke mere, zadatih fizičko mehaničkih karakteristika, povećale su stabilnost padine., Landslides can be triggered by different factors including changeable weather conditions, prolonged heavy rains, complex terrain, traffic loads, etc. This paper deals with the problem of landslide rehabilitation on the Stolice-Krupanj regional road that resulted from vehicle loads and soil saturated with water. The technical measures used in the rehabilitation of the landslide included a concrete retaining wall and a geogrid-reinforced soil structure. Based on data related to soil obtained from laboratory tests, slope stability before and after applying rehabilitation measures was tested in the GEO5 Geotechnical software. The stability of the concrete wall was examined analytically by calculating the factors of safety against toppling and horizontal displacement. Both technical measures of given physicalmechanical properties increased the stability of the slope.",
publisher = "Institut za šumarstvo, Beograd",
journal = "Sustainable Forestry: Collection",
title = "Primena potpornih konstrukcija u sanaciji klizišta na regionalnom putu Stolice - Krupanj, Application of retaining structures in rehabilitation of landslide on Stolice - Krupanj regional road",
pages = "196-183",
number = "85-86",
doi = "10.5937/SustFor2285183C",
url = "conv_776"
}

Cvetković, J., Živanović, N., Rončević, V., Gajić, G.,& Kabiljo, M.. (2022). Primena potpornih konstrukcija u sanaciji klizišta na regionalnom putu Stolice - Krupanj. in Sustainable Forestry: Collection
Institut za šumarstvo, Beograd.(85-86), 183-196.
https://doi.org/10.5937/SustFor2285183C
conv_776

Cvetković J, Živanović N, Rončević V, Gajić G, Kabiljo M. Primena potpornih konstrukcija u sanaciji klizišta na regionalnom putu Stolice - Krupanj. in Sustainable Forestry: Collection. 2022;(85-86):183-196.
doi:10.5937/SustFor2285183C
conv_776 .

Cvetković, Jovana, Živanović, Nikola, Rončević, Vukašin, Gajić, Grozdana, Kabiljo, Milan, "Primena potpornih konstrukcija u sanaciji klizišta na regionalnom putu Stolice - Krupanj" in Sustainable Forestry: Collection, no. 85-86 (2022):183-196,
https://doi.org/10.5937/SustFor2285183C .,
conv_776 .

TY  - JOUR
AU  - Marković, Mladen
AU  - Živanović, Nikola
AU  - Gajić, Grozdana
PY  - 2019
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/1073
AB  - Korenov sistem ima sposobnost da stabilizuje padine, popravkom fizičko-mehaničkih osobina zemljišta na kojem se razvija. Morfologija i tendencija korenovog sistema da zbija čestice zemljišta u jednu monolitnu masu, koju nazivamo bio-armirano zemljište, doprinose povećanju otpornosti zemljišta na smicanje. U radu je prikazana uporedna analiza stabilnosti padina pored puteva bez i sa uticajem korenovog sistema. Analize su rađene u cilju zaštite saobraćajnica, pronalaženjem optimalnog oblika korenovog sistema kao alternativnog rešenja za stabilizaciju padina pored puteva. Na modelu padine simuliran je uticaj četiri grupa vegetacije, izdvojenih na osnovu morfologije korenovog sistema (tanjirast, srcast, sa izraženom srčanicom i nedefinisan oblik). Za svaku izabranu vrstu je usvojena vrednost kohezije "bio-armiranog" zemljišta (cr ). Softver za geotehničko numeričko modeliranje - GeoStudio 2007 je korišćen za sve analize stabilnosti padine. Proračunom stabilnosti modela padine bez uticaja vegetacije utvrđeno je da padina nije stabilna. Uvođenjem vegetacionih grupa u analizu stabilnosti postiže se povećanje stabilnosti padine. Najveći uticaj na stabilnost modela padine ima grupa 2.vegetacija koja ima koren sa izraženom srčanicom, sledi grupa 1.sa srcastim korenom, dok su grupa 3, tanjirasti koren, i grupa 4, nedefinisani oblik korenovog sistema, dale najmanje vrednosti. Prikazani rezultati predstavljaju doprinos u izboru rešenja za stabilizaciju padina pored puteva i sprečavanju erozionih procesa.
AB  - Root system has ability to stabilize slopes, improving physical and mechanical properties of soil on which it develops. Morphology and tendency of root system to compose soil particles into one monolithic mass, which we call bio-reinforced soil, contribute to increasing the resistance of soil to shearing. In this paper, is presents a comparative analysis of slope stability along roads without and with the influence of root system. The analyzes were made for the needs of defense of roads, finding most optimal types of root system as an alternative solution for stabilization of the slopes along roads. On the slope model was simulated influence of four groups of vegetation, based on morphology of root system (plate, heart, tap and undefined). For each selected species, value of root cohesion (cr ) has been adopted. Software for geotechnical numerical modeling-GeoStudio 2007, was used for all slope stability analyzes. Analyzing stability of the slope model without influence of vegetation, slope is unstable. By calculating stability of slope model with vegetation groups, an increase in stability of the slope model is achieved. The greatest influence on stability of the slope model has group 2.vegetation with a tap root system, followed by group 1. - with a heart root, while group 3, plate root, and group 4, undefined types of root system, gave at least the values. The results from this paper, represent a contribution to choice of solutions for stabilization of slopes along roads and the prevention of erosion processes.
PB  - Univerzitet u Beogradu - Šumarski fakultet, Beograd
T2  - Glasnik Šumarskog fakulteta
T1  - Analiza stabilnosti padina pored puteva u uslovima bioarmiranog zemljišta
T1  - Stability analysis of slopes along roads in bio-reinforced soil conditions
EP  - 104
IS  - 119
SP  - 91
DO  - 10.2298/GSF1919091M
UR  - conv_480
ER  - 

@article{
author = "Marković, Mladen and Živanović, Nikola and Gajić, Grozdana",
year = "2019",
abstract = "Korenov sistem ima sposobnost da stabilizuje padine, popravkom fizičko-mehaničkih osobina zemljišta na kojem se razvija. Morfologija i tendencija korenovog sistema da zbija čestice zemljišta u jednu monolitnu masu, koju nazivamo bio-armirano zemljište, doprinose povećanju otpornosti zemljišta na smicanje. U radu je prikazana uporedna analiza stabilnosti padina pored puteva bez i sa uticajem korenovog sistema. Analize su rađene u cilju zaštite saobraćajnica, pronalaženjem optimalnog oblika korenovog sistema kao alternativnog rešenja za stabilizaciju padina pored puteva. Na modelu padine simuliran je uticaj četiri grupa vegetacije, izdvojenih na osnovu morfologije korenovog sistema (tanjirast, srcast, sa izraženom srčanicom i nedefinisan oblik). Za svaku izabranu vrstu je usvojena vrednost kohezije "bio-armiranog" zemljišta (cr ). Softver za geotehničko numeričko modeliranje - GeoStudio 2007 je korišćen za sve analize stabilnosti padine. Proračunom stabilnosti modela padine bez uticaja vegetacije utvrđeno je da padina nije stabilna. Uvođenjem vegetacionih grupa u analizu stabilnosti postiže se povećanje stabilnosti padine. Najveći uticaj na stabilnost modela padine ima grupa 2.vegetacija koja ima koren sa izraženom srčanicom, sledi grupa 1.sa srcastim korenom, dok su grupa 3, tanjirasti koren, i grupa 4, nedefinisani oblik korenovog sistema, dale najmanje vrednosti. Prikazani rezultati predstavljaju doprinos u izboru rešenja za stabilizaciju padina pored puteva i sprečavanju erozionih procesa., Root system has ability to stabilize slopes, improving physical and mechanical properties of soil on which it develops. Morphology and tendency of root system to compose soil particles into one monolithic mass, which we call bio-reinforced soil, contribute to increasing the resistance of soil to shearing. In this paper, is presents a comparative analysis of slope stability along roads without and with the influence of root system. The analyzes were made for the needs of defense of roads, finding most optimal types of root system as an alternative solution for stabilization of the slopes along roads. On the slope model was simulated influence of four groups of vegetation, based on morphology of root system (plate, heart, tap and undefined). For each selected species, value of root cohesion (cr ) has been adopted. Software for geotechnical numerical modeling-GeoStudio 2007, was used for all slope stability analyzes. Analyzing stability of the slope model without influence of vegetation, slope is unstable. By calculating stability of slope model with vegetation groups, an increase in stability of the slope model is achieved. The greatest influence on stability of the slope model has group 2.vegetation with a tap root system, followed by group 1. - with a heart root, while group 3, plate root, and group 4, undefined types of root system, gave at least the values. The results from this paper, represent a contribution to choice of solutions for stabilization of slopes along roads and the prevention of erosion processes.",
publisher = "Univerzitet u Beogradu - Šumarski fakultet, Beograd",
journal = "Glasnik Šumarskog fakulteta",
title = "Analiza stabilnosti padina pored puteva u uslovima bioarmiranog zemljišta, Stability analysis of slopes along roads in bio-reinforced soil conditions",
pages = "104-91",
number = "119",
doi = "10.2298/GSF1919091M",
url = "conv_480"
}

Marković, M., Živanović, N.,& Gajić, G.. (2019). Analiza stabilnosti padina pored puteva u uslovima bioarmiranog zemljišta. in Glasnik Šumarskog fakulteta
Univerzitet u Beogradu - Šumarski fakultet, Beograd.(119), 91-104.
https://doi.org/10.2298/GSF1919091M
conv_480

Marković M, Živanović N, Gajić G. Analiza stabilnosti padina pored puteva u uslovima bioarmiranog zemljišta. in Glasnik Šumarskog fakulteta. 2019;(119):91-104.
doi:10.2298/GSF1919091M
conv_480 .

Marković, Mladen, Živanović, Nikola, Gajić, Grozdana, "Analiza stabilnosti padina pored puteva u uslovima bioarmiranog zemljišta" in Glasnik Šumarskog fakulteta, no. 119 (2019):91-104,
https://doi.org/10.2298/GSF1919091M .,
conv_480 .

TY  - JOUR
AU  - Spasić, Marko
AU  - Živanović, Nikola
AU  - Gajić, Grozdana
PY  - 2018
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/952
AB  - Lime soil stabilization is a well-known and often used method. One of the
   methods of landslide stability improvement is changing soil with materials
   that have better physical and mechanical characteristics. In most of the
   methods for determining slope stability, the main input data are internal
   friction angle and cohesion. The main objective of this paper was to find
   out if the sampled silty clay soil was suitable for lime stabilization, and
   to get the values of shear strength parameters from soil samples with and
   without added lime. The results showed that by increasing lime content,
   internal friction angle rises, while cohesion values decrease, as well as
   deformations, all the way to 15% of lime by mass. The changes in internal
   friction angle, cohesion and deformations were most noticeable between 0 and
   5% of added lime. Samples that endured the largest pressures were those
   containing 10% of lime.
PB  - Univerzitet u Beogradu - Šumarski fakultet, Beograd
T2  - Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu
T1  - Influence of lime stabilization on shear strength parameters of silty clay soil
EP  - 156
IS  - 117
SP  - 143
VL  - 2018
DO  - 10.2298/GSF1817143S
UR  - conv_2343
ER  - 

@article{
author = "Spasić, Marko and Živanović, Nikola and Gajić, Grozdana",
year = "2018",
abstract = "Lime soil stabilization is a well-known and often used method. One of the
   methods of landslide stability improvement is changing soil with materials
   that have better physical and mechanical characteristics. In most of the
   methods for determining slope stability, the main input data are internal
   friction angle and cohesion. The main objective of this paper was to find
   out if the sampled silty clay soil was suitable for lime stabilization, and
   to get the values of shear strength parameters from soil samples with and
   without added lime. The results showed that by increasing lime content,
   internal friction angle rises, while cohesion values decrease, as well as
   deformations, all the way to 15% of lime by mass. The changes in internal
   friction angle, cohesion and deformations were most noticeable between 0 and
   5% of added lime. Samples that endured the largest pressures were those
   containing 10% of lime.",
publisher = "Univerzitet u Beogradu - Šumarski fakultet, Beograd",
journal = "Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu",
title = "Influence of lime stabilization on shear strength parameters of silty clay soil",
pages = "156-143",
number = "117",
volume = "2018",
doi = "10.2298/GSF1817143S",
url = "conv_2343"
}

Spasić, M., Živanović, N.,& Gajić, G.. (2018). Influence of lime stabilization on shear strength parameters of silty clay soil. in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu
Univerzitet u Beogradu - Šumarski fakultet, Beograd., 2018(117), 143-156.
https://doi.org/10.2298/GSF1817143S
conv_2343

Spasić M, Živanović N, Gajić G. Influence of lime stabilization on shear strength parameters of silty clay soil. in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu. 2018;2018(117):143-156.
doi:10.2298/GSF1817143S
conv_2343 .

Spasić, Marko, Živanović, Nikola, Gajić, Grozdana, "Influence of lime stabilization on shear strength parameters of silty clay soil" in Glasnik Šumarskog Fakulteta: Univerzitet u Beogradu, 2018, no. 117 (2018):143-156,
https://doi.org/10.2298/GSF1817143S .,
conv_2343 .

TY  - JOUR
AU  - Gajić, Grozdana
AU  - Živanović, Nikola
AU  - Vukić, Luka
PY  - 2016
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/730
AB  - Istraživanja koja su prikazana u ovom radu izvršena su zbog definisanja kriterijuma za nastanak degradacije kod lesnog zemljišta. Analiziranje erozione stabilnosti kod ovog zemljišta izvršiće se na osnovu njegovih fizičko-mehaničkih karakteristika. U radu je pomoću formiranih matematičkih modela, na osnovu eksperimentalno dobijenih rezultata fizičko-mehaničkih karakteristika zemljišta, prikazana uspostavljena zavisnost između pojedinih parametara lesnog zemljišta. Na bazi prikazanih geotehničkih rezultata ispitivanja, matematičkih modela i uspostavljene funkcione veze između vodnog režima i otpornih karakteristika lesnog zemljišta, definisani su pokazatelji i mehanizam nastanka unutrašnje erozije, i sagledani su efekti praktične primene dobijenih rezultata.
AB  - Studies that are presented in this paper were carried out to define the formation criteria of loess soil degradation. Erosion stability analysis of this soil type will be carried out on the basis of its physical and mechanical characteristics. To describe the established relationships between the individual parameters of loess soil, the study uses mathematical model, that is based on experimentally obtained results of soils' physical and mechanical characteristics, From the presented results of geotechnical tests, mathematical models and functional relations between water regime and loess soils' resistant characteristics; indicators of internal erosion were defined as well as the mechanism of this process. Effects of the practical application of found results are also analyzed in this paper.
PB  - Univerzitet u Beogradu - Šumarski fakultet, Beograd
T2  - Glasnik Šumarskog fakulteta
T1  - Pokazatelji i mehanizam degradacije kod lesnog zemljišta
T1  - Indicators and degradation mechanisam of loess soil
EP  - 54
IS  - 114
SP  - 45
DO  - 10.2298/GSF1614045G
UR  - conv_441
ER  - 

@article{
author = "Gajić, Grozdana and Živanović, Nikola and Vukić, Luka",
year = "2016",
abstract = "Istraživanja koja su prikazana u ovom radu izvršena su zbog definisanja kriterijuma za nastanak degradacije kod lesnog zemljišta. Analiziranje erozione stabilnosti kod ovog zemljišta izvršiće se na osnovu njegovih fizičko-mehaničkih karakteristika. U radu je pomoću formiranih matematičkih modela, na osnovu eksperimentalno dobijenih rezultata fizičko-mehaničkih karakteristika zemljišta, prikazana uspostavljena zavisnost između pojedinih parametara lesnog zemljišta. Na bazi prikazanih geotehničkih rezultata ispitivanja, matematičkih modela i uspostavljene funkcione veze između vodnog režima i otpornih karakteristika lesnog zemljišta, definisani su pokazatelji i mehanizam nastanka unutrašnje erozije, i sagledani su efekti praktične primene dobijenih rezultata., Studies that are presented in this paper were carried out to define the formation criteria of loess soil degradation. Erosion stability analysis of this soil type will be carried out on the basis of its physical and mechanical characteristics. To describe the established relationships between the individual parameters of loess soil, the study uses mathematical model, that is based on experimentally obtained results of soils' physical and mechanical characteristics, From the presented results of geotechnical tests, mathematical models and functional relations between water regime and loess soils' resistant characteristics; indicators of internal erosion were defined as well as the mechanism of this process. Effects of the practical application of found results are also analyzed in this paper.",
publisher = "Univerzitet u Beogradu - Šumarski fakultet, Beograd",
journal = "Glasnik Šumarskog fakulteta",
title = "Pokazatelji i mehanizam degradacije kod lesnog zemljišta, Indicators and degradation mechanisam of loess soil",
pages = "54-45",
number = "114",
doi = "10.2298/GSF1614045G",
url = "conv_441"
}

Gajić, G., Živanović, N.,& Vukić, L.. (2016). Pokazatelji i mehanizam degradacije kod lesnog zemljišta. in Glasnik Šumarskog fakulteta
Univerzitet u Beogradu - Šumarski fakultet, Beograd.(114), 45-54.
https://doi.org/10.2298/GSF1614045G
conv_441

Gajić G, Živanović N, Vukić L. Pokazatelji i mehanizam degradacije kod lesnog zemljišta. in Glasnik Šumarskog fakulteta. 2016;(114):45-54.
doi:10.2298/GSF1614045G
conv_441 .

Gajić, Grozdana, Živanović, Nikola, Vukić, Luka, "Pokazatelji i mehanizam degradacije kod lesnog zemljišta" in Glasnik Šumarskog fakulteta, no. 114 (2016):45-54,
https://doi.org/10.2298/GSF1614045G .,
conv_441 .

TY  - JOUR
AU  - Đeković, Vojislav
AU  - Anđelković, Aleksandar
AU  - Milošević, Nedo
AU  - Gajić, Grozdana
AU  - Janić, Milorad
PY  - 2013
UR  - https://omorika.sfb.bg.ac.rs/handle/123456789/522
AB  - Reservoir effects on floodwave transformation were calculated based on the concrete research. The procedure was based on the definitions of the distribution of inflow and outflow hydrograph time bases. The inflow-outflow hydrograph was divided into time intervals. The volume of inflow water in the reservoir was calculated for each interval, as well as the volume of water released from the reservoir. Lag time was calculated as the time between peak inflow to the reservoir and peak outflow from it at the spillway. The study analysis can be used as a guideline for the calculation of correct dimensions and the protection of earthfill dams from overtopping. In this way, especially in earthfill dams, a significant saving of material incorporated in the spillway parts is achieved, and general stability of earthfill dams is ensured. Based on the conducted research, it can be concluded that there is a transformation of the inflow floodwave through the reservoir. In the case when the reservoir is full, i.e. the elevation of water level in the reservoir at the moment of floodwave arrival is at the elevation of the spillway crest, the reduction rate of the outflow hydrograph is 25, 73%. Calculation is possible only based on the volume method or reservoir filling within a given time period. The increase in the water level at the spillway is in the function of inflow-outflow volume of water and the surface of water table in the reservoir.
T2  - Carpathian Journal of Earth and Environmental Sciences
T1  - Effect of reservoir on floodwave transformation
EP  - 112
IS  - 2
SP  - 107
VL  - 8
UR  - conv_2145
ER  - 

@article{
author = "Đeković, Vojislav and Anđelković, Aleksandar and Milošević, Nedo and Gajić, Grozdana and Janić, Milorad",
year = "2013",
abstract = "Reservoir effects on floodwave transformation were calculated based on the concrete research. The procedure was based on the definitions of the distribution of inflow and outflow hydrograph time bases. The inflow-outflow hydrograph was divided into time intervals. The volume of inflow water in the reservoir was calculated for each interval, as well as the volume of water released from the reservoir. Lag time was calculated as the time between peak inflow to the reservoir and peak outflow from it at the spillway. The study analysis can be used as a guideline for the calculation of correct dimensions and the protection of earthfill dams from overtopping. In this way, especially in earthfill dams, a significant saving of material incorporated in the spillway parts is achieved, and general stability of earthfill dams is ensured. Based on the conducted research, it can be concluded that there is a transformation of the inflow floodwave through the reservoir. In the case when the reservoir is full, i.e. the elevation of water level in the reservoir at the moment of floodwave arrival is at the elevation of the spillway crest, the reduction rate of the outflow hydrograph is 25, 73%. Calculation is possible only based on the volume method or reservoir filling within a given time period. The increase in the water level at the spillway is in the function of inflow-outflow volume of water and the surface of water table in the reservoir.",
journal = "Carpathian Journal of Earth and Environmental Sciences",
title = "Effect of reservoir on floodwave transformation",
pages = "112-107",
number = "2",
volume = "8",
url = "conv_2145"
}

Đeković, V., Anđelković, A., Milošević, N., Gajić, G.,& Janić, M.. (2013). Effect of reservoir on floodwave transformation. in Carpathian Journal of Earth and Environmental Sciences, 8(2), 107-112.
conv_2145

Đeković V, Anđelković A, Milošević N, Gajić G, Janić M. Effect of reservoir on floodwave transformation. in Carpathian Journal of Earth and Environmental Sciences. 2013;8(2):107-112.
conv_2145 .

Đeković, Vojislav, Anđelković, Aleksandar, Milošević, Nedo, Gajić, Grozdana, Janić, Milorad, "Effect of reservoir on floodwave transformation" in Carpathian Journal of Earth and Environmental Sciences, 8, no. 2 (2013):107-112,
conv_2145 .