Bogdanović, Snežana

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  • Bogdanović, Snežana (6)
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Author's Bibliography

Regional rockfall exposure assessment, experiences from Serbia

Marjanović, Miloš; Abolmasov, Biljana; Đurić, Uroš; Krušić, Jelka; Bogdanović, Snežana

(Faculty of Civil Engineering, University of Rijeka, 2022)

TY  - CONF
AU  - Marjanović, Miloš
AU  - Abolmasov, Biljana
AU  - Đurić, Uroš
AU  - Krušić, Jelka
AU  - Bogdanović, Snežana
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2662
AB  - Rockfalls are common in hilly and mountainous areas, especially along roads with engineered slopes and cuts. Such is the case for most of the state and local road routes in Central, Serbia, which was the subject in this case study. A road network of 276 km covering roughly 1700
km2 bewteen the cities of Kraljevo, Čačak and Ivanjica is presented. Assessing of such wide areas needs to be conducted from large to site-specific scale, i.e., using GIS spatial tools and 2D-3D stability models, respectively. The regional scale of assessment using GIS tools was in focus. The primary input was the Digital Terrain Model, obtained from open data ALOS mission at 12.5 m resolution, as well as appropriate sheets of geological maps at 100k scale. The first step was to delineate areas that can host unstable blocks by inspecting planar sliding kinematic condition against available data. These included raster data (slope angle and azimuth) but also, point-based data (discontinuities’ strike, dip and friction angle) which had to be estimated or interpolated across the area by various GIS operations. In total, there were nearly 5000 potential detachments delineated. Further step was to run the rockfall simulation by using these detachment zones as initiation sources in a simple kinetic model CONEFALL, standalone software. The output model simulated several thousands of rockfalls, with various runout distance (<650
m), velocity (<46.5 m/s) and energy (<540 kJ). When overlapped with the road network, this model revealed the road exposure to rockfall. Locations with runouts that reached the road lines make about 6.7 % of the total network length. Zones of estimated energies higher than serviceable threshold (300 kJ) occupy 0.9 % of the total and require additional remediation design. Presented analysis is a promising tool for supporting planning and decision making in the road management sector.
PB  - Faculty of Civil Engineering, University of Rijeka
PB  - Faculty of Mining, Geology and Petroleum Engineering, University of Zagreb
C3  - Proceedings of the 5th Regional Symposium on Landslides in the Adriatic-Balkan Region
T1  - Regional rockfall exposure assessment, experiences from Serbia
EP  - 150
SP  - 145
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2662
ER  - 
@conference{
author = "Marjanović, Miloš and Abolmasov, Biljana and Đurić, Uroš and Krušić, Jelka and Bogdanović, Snežana",
year = "2022",
abstract = "Rockfalls are common in hilly and mountainous areas, especially along roads with engineered slopes and cuts. Such is the case for most of the state and local road routes in Central, Serbia, which was the subject in this case study. A road network of 276 km covering roughly 1700
km2 bewteen the cities of Kraljevo, Čačak and Ivanjica is presented. Assessing of such wide areas needs to be conducted from large to site-specific scale, i.e., using GIS spatial tools and 2D-3D stability models, respectively. The regional scale of assessment using GIS tools was in focus. The primary input was the Digital Terrain Model, obtained from open data ALOS mission at 12.5 m resolution, as well as appropriate sheets of geological maps at 100k scale. The first step was to delineate areas that can host unstable blocks by inspecting planar sliding kinematic condition against available data. These included raster data (slope angle and azimuth) but also, point-based data (discontinuities’ strike, dip and friction angle) which had to be estimated or interpolated across the area by various GIS operations. In total, there were nearly 5000 potential detachments delineated. Further step was to run the rockfall simulation by using these detachment zones as initiation sources in a simple kinetic model CONEFALL, standalone software. The output model simulated several thousands of rockfalls, with various runout distance (<650
m), velocity (<46.5 m/s) and energy (<540 kJ). When overlapped with the road network, this model revealed the road exposure to rockfall. Locations with runouts that reached the road lines make about 6.7 % of the total network length. Zones of estimated energies higher than serviceable threshold (300 kJ) occupy 0.9 % of the total and require additional remediation design. Presented analysis is a promising tool for supporting planning and decision making in the road management sector.",
publisher = "Faculty of Civil Engineering, University of Rijeka, Faculty of Mining, Geology and Petroleum Engineering, University of Zagreb",
journal = "Proceedings of the 5th Regional Symposium on Landslides in the Adriatic-Balkan Region",
title = "Regional rockfall exposure assessment, experiences from Serbia",
pages = "150-145",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2662"
}
Marjanović, M., Abolmasov, B., Đurić, U., Krušić, J.,& Bogdanović, S.. (2022). Regional rockfall exposure assessment, experiences from Serbia. in Proceedings of the 5th Regional Symposium on Landslides in the Adriatic-Balkan Region
Faculty of Civil Engineering, University of Rijeka., 145-150.
https://hdl.handle.net/21.15107/rcub_grafar_2662
Marjanović M, Abolmasov B, Đurić U, Krušić J, Bogdanović S. Regional rockfall exposure assessment, experiences from Serbia. in Proceedings of the 5th Regional Symposium on Landslides in the Adriatic-Balkan Region. 2022;:145-150.
https://hdl.handle.net/21.15107/rcub_grafar_2662 .
Marjanović, Miloš, Abolmasov, Biljana, Đurić, Uroš, Krušić, Jelka, Bogdanović, Snežana, "Regional rockfall exposure assessment, experiences from Serbia" in Proceedings of the 5th Regional Symposium on Landslides in the Adriatic-Balkan Region (2022):145-150,
https://hdl.handle.net/21.15107/rcub_grafar_2662 .

Primena 3D terestričkog laserskog skeniranja kosine na putu M-22

Bogdanović, Snežana; Abolmasov, Biljana; Marjanović, Miloš; Pejić, Marko; Bogdanović, Milan

(Savez građevinskih inženjera Srbije, Beograd, 2015)

TY  - CONF
AU  - Bogdanović, Snežana
AU  - Abolmasov, Biljana
AU  - Marjanović, Miloš
AU  - Pejić, Marko
AU  - Bogdanović, Milan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1337
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015
T1  - Primena 3D terestričkog laserskog skeniranja kosine na putu M-22
EP  - 416
SP  - 411
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1337
ER  - 
@conference{
author = "Bogdanović, Snežana and Abolmasov, Biljana and Marjanović, Miloš and Pejić, Marko and Bogdanović, Milan",
year = "2015",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015",
title = "Primena 3D terestričkog laserskog skeniranja kosine na putu M-22",
pages = "416-411",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1337"
}
Bogdanović, S., Abolmasov, B., Marjanović, M., Pejić, M.,& Bogdanović, M.. (2015). Primena 3D terestričkog laserskog skeniranja kosine na putu M-22. in Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015
Savez građevinskih inženjera Srbije, Beograd., 411-416.
https://hdl.handle.net/21.15107/rcub_grafar_1337
Bogdanović S, Abolmasov B, Marjanović M, Pejić M, Bogdanović M. Primena 3D terestričkog laserskog skeniranja kosine na putu M-22. in Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015. 2015;:411-416.
https://hdl.handle.net/21.15107/rcub_grafar_1337 .
Bogdanović, Snežana, Abolmasov, Biljana, Marjanović, Miloš, Pejić, Marko, Bogdanović, Milan, "Primena 3D terestričkog laserskog skeniranja kosine na putu M-22" in Zbornik radova Šestog naučno-stručnog [!] međunarodnog savetovanja Geotehnički aspekti građevinarstva = Conference Proceedings [of] Sixth International Conference Geotechnics in Civil Engineering, Vršac, 3.-6. novembar 2015 (2015):411-416,
https://hdl.handle.net/21.15107/rcub_grafar_1337 .

Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data

Marjanović, Miloš; Đurić, Uroš; Abolmasov, Biljana; Bogdanović, Snežana

(Springer International Publishing, Cham, 2015)

TY  - CONF
AU  - Marjanović, Miloš
AU  - Đurić, Uroš
AU  - Abolmasov, Biljana
AU  - Bogdanović, Snežana
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1327
AB  - In this research terrestrial LiDAR scanning has been used for building high-resolution point clouds of a rock slope site on the M-22 highroad near Ljig in Serbia. The scanning has been conducted in two epochs in the past two years. The slope is about 100 m wide and 10 m high, and its surface is faceted, so we decided to process only one sample of the slope. The site is composed of a typical flysch rock succession with alternating layers of sandstone, conglomerate and claystone. The principal idea was to model the surface of this particular rock slope, by discretizing it with a point cloud (1–5 cm resolution, i.e. millions of points) and generate a plausible 3D model of the slope surface. Since one model is generated per each epoch it is possible to compare the models and track changes in different epochs, and to locate and measure the displacements, but also to perform all different kinds of measurements, analysis and estimations. These have included estimations of engineering-geological parameters and preliminary (kinematic) analysis of the rock slope. The research had shown how LiDAR technology can be successfully applied for engineering-geological problems and analysis of slopes susceptible to rockfalls. It supplements the field, in situ techniques and provides concurrent and reliable outputs.
PB  - Springer International Publishing, Cham
C3  - Engineering Geology for Society and Territory - Volume 2
T1  - Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data
EP  - 150
SP  - 147
DO  - 10.1007/978-3-319-09057-3_16
ER  - 
@conference{
author = "Marjanović, Miloš and Đurić, Uroš and Abolmasov, Biljana and Bogdanović, Snežana",
year = "2015",
abstract = "In this research terrestrial LiDAR scanning has been used for building high-resolution point clouds of a rock slope site on the M-22 highroad near Ljig in Serbia. The scanning has been conducted in two epochs in the past two years. The slope is about 100 m wide and 10 m high, and its surface is faceted, so we decided to process only one sample of the slope. The site is composed of a typical flysch rock succession with alternating layers of sandstone, conglomerate and claystone. The principal idea was to model the surface of this particular rock slope, by discretizing it with a point cloud (1–5 cm resolution, i.e. millions of points) and generate a plausible 3D model of the slope surface. Since one model is generated per each epoch it is possible to compare the models and track changes in different epochs, and to locate and measure the displacements, but also to perform all different kinds of measurements, analysis and estimations. These have included estimations of engineering-geological parameters and preliminary (kinematic) analysis of the rock slope. The research had shown how LiDAR technology can be successfully applied for engineering-geological problems and analysis of slopes susceptible to rockfalls. It supplements the field, in situ techniques and provides concurrent and reliable outputs.",
publisher = "Springer International Publishing, Cham",
journal = "Engineering Geology for Society and Territory - Volume 2",
title = "Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data",
pages = "150-147",
doi = "10.1007/978-3-319-09057-3_16"
}
Marjanović, M., Đurić, U., Abolmasov, B.,& Bogdanović, S.. (2015). Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data. in Engineering Geology for Society and Territory - Volume 2
Springer International Publishing, Cham., 147-150.
https://doi.org/10.1007/978-3-319-09057-3_16
Marjanović M, Đurić U, Abolmasov B, Bogdanović S. Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data. in Engineering Geology for Society and Territory - Volume 2. 2015;:147-150.
doi:10.1007/978-3-319-09057-3_16 .
Marjanović, Miloš, Đurić, Uroš, Abolmasov, Biljana, Bogdanović, Snežana, "Preliminary Analysis and Monitoring of the Rock Slope on the M-22 Highroad Near Ljig in Serbia, Using LiDAR Data" in Engineering Geology for Society and Territory - Volume 2 (2015):147-150,
https://doi.org/10.1007/978-3-319-09057-3_16 . .

Rockfall Monitoring Based on Surface Models

Bogdanović, Snežana; Marjanović, Miloš; Abolmasov, Biljana; Đurić, Uroš; Basarić, Irena

(Kluwer Academic Publishers, 2015)

TY  - CONF
AU  - Bogdanović, Snežana
AU  - Marjanović, Miloš
AU  - Abolmasov, Biljana
AU  - Đurić, Uroš
AU  - Basarić, Irena
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/691
AB  - This research addresses surface analysis based on the Terrestrial Laser Scanning data exampled on rockslope site along M-22 highroad near Ljig in Serbia. The slope is about 100 m wide and over 20 m high. The scanning was performed in three epochs 2011, 2013 and 2014, but only the latter two were involved in the analysis due to insufficient quality of the pilot epoch. Gap between the latter two epochs coincided whit local rockfall events detected in the middle section of the slope. Scanning was performed by Leica ScanStation P20 instrument. Two consecutive point clouds were produced and gridded to 3 cm resolution. Comparative assessment of both point clouds and related surface models revealed the volumes and spatial extents of the anticipated rockfalls. Data were analyzed in two software packages: CloudCompare and GeomagicStudio, that have different modeling approaches based on direct point cloud analysis and mashed surface comparison, respectively. We compared advantages and disadvantages of each approach. Finally, we addressed how LiDAR technology can contribute qualitatively and quantitatively for research and monitoring of rockslopes.
PB  - Kluwer Academic Publishers
C3  - Surface Models for Geosciences
T1  - Rockfall Monitoring Based on Surface Models
EP  - 44
SP  - 37
DO  - 10.1007/978-3-319-18407-4_4
ER  - 
@conference{
author = "Bogdanović, Snežana and Marjanović, Miloš and Abolmasov, Biljana and Đurić, Uroš and Basarić, Irena",
year = "2015",
abstract = "This research addresses surface analysis based on the Terrestrial Laser Scanning data exampled on rockslope site along M-22 highroad near Ljig in Serbia. The slope is about 100 m wide and over 20 m high. The scanning was performed in three epochs 2011, 2013 and 2014, but only the latter two were involved in the analysis due to insufficient quality of the pilot epoch. Gap between the latter two epochs coincided whit local rockfall events detected in the middle section of the slope. Scanning was performed by Leica ScanStation P20 instrument. Two consecutive point clouds were produced and gridded to 3 cm resolution. Comparative assessment of both point clouds and related surface models revealed the volumes and spatial extents of the anticipated rockfalls. Data were analyzed in two software packages: CloudCompare and GeomagicStudio, that have different modeling approaches based on direct point cloud analysis and mashed surface comparison, respectively. We compared advantages and disadvantages of each approach. Finally, we addressed how LiDAR technology can contribute qualitatively and quantitatively for research and monitoring of rockslopes.",
publisher = "Kluwer Academic Publishers",
journal = "Surface Models for Geosciences",
title = "Rockfall Monitoring Based on Surface Models",
pages = "44-37",
doi = "10.1007/978-3-319-18407-4_4"
}
Bogdanović, S., Marjanović, M., Abolmasov, B., Đurić, U.,& Basarić, I.. (2015). Rockfall Monitoring Based on Surface Models. in Surface Models for Geosciences
Kluwer Academic Publishers., 37-44.
https://doi.org/10.1007/978-3-319-18407-4_4
Bogdanović S, Marjanović M, Abolmasov B, Đurić U, Basarić I. Rockfall Monitoring Based on Surface Models. in Surface Models for Geosciences. 2015;:37-44.
doi:10.1007/978-3-319-18407-4_4 .
Bogdanović, Snežana, Marjanović, Miloš, Abolmasov, Biljana, Đurić, Uroš, Basarić, Irena, "Rockfall Monitoring Based on Surface Models" in Surface Models for Geosciences (2015):37-44,
https://doi.org/10.1007/978-3-319-18407-4_4 . .
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Applying terrestrial laser scanning in geotechnical engineering

Bogdanović, Snežana; Marjanović, Miloš; Abolmasov, Biljana; Đurić, Uroš; Pejić, Marko

(Macedonian Association for Geotechnics; Faculty of Civil Engineering, Skopje, 2014)

TY  - CONF
AU  - Bogdanović, Snežana
AU  - Marjanović, Miloš
AU  - Abolmasov, Biljana
AU  - Đurić, Uroš
AU  - Pejić, Marko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1240
PB  - Macedonian Association for Geotechnics; Faculty of Civil Engineering, Skopje
C3  - 4th International Symposium of Macedonian Association for Geotechnics, Struga 25-28 June 2014
T1  - Applying terrestrial laser scanning in geotechnical engineering
EP  - 342
SP  - 337
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1240
ER  - 
@conference{
author = "Bogdanović, Snežana and Marjanović, Miloš and Abolmasov, Biljana and Đurić, Uroš and Pejić, Marko",
year = "2014",
publisher = "Macedonian Association for Geotechnics; Faculty of Civil Engineering, Skopje",
journal = "4th International Symposium of Macedonian Association for Geotechnics, Struga 25-28 June 2014",
title = "Applying terrestrial laser scanning in geotechnical engineering",
pages = "342-337",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1240"
}
Bogdanović, S., Marjanović, M., Abolmasov, B., Đurić, U.,& Pejić, M.. (2014). Applying terrestrial laser scanning in geotechnical engineering. in 4th International Symposium of Macedonian Association for Geotechnics, Struga 25-28 June 2014
Macedonian Association for Geotechnics; Faculty of Civil Engineering, Skopje., 337-342.
https://hdl.handle.net/21.15107/rcub_grafar_1240
Bogdanović S, Marjanović M, Abolmasov B, Đurić U, Pejić M. Applying terrestrial laser scanning in geotechnical engineering. in 4th International Symposium of Macedonian Association for Geotechnics, Struga 25-28 June 2014. 2014;:337-342.
https://hdl.handle.net/21.15107/rcub_grafar_1240 .
Bogdanović, Snežana, Marjanović, Miloš, Abolmasov, Biljana, Đurić, Uroš, Pejić, Marko, "Applying terrestrial laser scanning in geotechnical engineering" in 4th International Symposium of Macedonian Association for Geotechnics, Struga 25-28 June 2014 (2014):337-342,
https://hdl.handle.net/21.15107/rcub_grafar_1240 .

Landslide Susceptibility Analysis of Belgrade City Area

Marjanović, Miloš; Đurić, Uroš; Abolmasov, Biljana; Bogdanović, Snežana

(Cham: Springer International Publishing, 2014)

TY  - CHAP
AU  - Marjanović, Miloš
AU  - Đurić, Uroš
AU  - Abolmasov, Biljana
AU  - Bogdanović, Snežana
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1028
PB  - Cham: Springer International Publishing
T2  - Landslide Science for a Safer Geoenvironment
T1  - Landslide Susceptibility Analysis of Belgrade City Area
EP  - 474
SP  - 469
DO  - 10.1007/978-3-319-05050-8_73
ER  - 
@inbook{
author = "Marjanović, Miloš and Đurić, Uroš and Abolmasov, Biljana and Bogdanović, Snežana",
year = "2014",
publisher = "Cham: Springer International Publishing",
journal = "Landslide Science for a Safer Geoenvironment",
booktitle = "Landslide Susceptibility Analysis of Belgrade City Area",
pages = "474-469",
doi = "10.1007/978-3-319-05050-8_73"
}
Marjanović, M., Đurić, U., Abolmasov, B.,& Bogdanović, S.. (2014). Landslide Susceptibility Analysis of Belgrade City Area. in Landslide Science for a Safer Geoenvironment
Cham: Springer International Publishing., 469-474.
https://doi.org/10.1007/978-3-319-05050-8_73
Marjanović M, Đurić U, Abolmasov B, Bogdanović S. Landslide Susceptibility Analysis of Belgrade City Area. in Landslide Science for a Safer Geoenvironment. 2014;:469-474.
doi:10.1007/978-3-319-05050-8_73 .
Marjanović, Miloš, Đurić, Uroš, Abolmasov, Biljana, Bogdanović, Snežana, "Landslide Susceptibility Analysis of Belgrade City Area" in Landslide Science for a Safer Geoenvironment (2014):469-474,
https://doi.org/10.1007/978-3-319-05050-8_73 . .
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