Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computerbased analysis/measurements of rock slopes as a supplement/substitute for conventional data acquisition. Herein, we are following-up such trends at a pilot site on the M-22 highroad near Ljig (Serbia). The site is composed of stratified Cretaceous flysch sediments, traversed by several joint sets, making a convenient setting for potential failures. Prior to the kinematic analysis, modeling of the 3D surface has been performed on 1 cm resolution point
cloud, obtained by Leica Scan Station 2. The 3D surface model was then mapped for the planar discontinuities, forwarded to the kinematic analysis for planar, wedge and toppling failures. The analysis matches with previous findings, indicating that the most dominant failure type is a planar slide, showing that proposed methodology yields ...reliable and concurrent results.
TY - CONF
AU - Marjanović, Miloš
AU - Abolmasov, Biljana
AU - Đurić, Uroš
AU - Zečević, Snežana
AU - Šušić, Vladimir
PY - 2013
UR - http://grafar.grf.bg.ac.rs/handle/123456789/1917
AB - Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computerbased analysis/measurements of rock slopes as a supplement/substitute for conventional data acquisition. Herein, we are following-up such trends at a pilot site on the M-22 highroad near Ljig (Serbia). The site is composed of stratified Cretaceous flysch sediments, traversed by several joint sets, making a convenient setting for potential failures. Prior to the kinematic analysis, modeling of the 3D surface has been performed on 1 cm resolution point
cloud, obtained by Leica Scan Station 2. The 3D surface model was then mapped for the planar discontinuities, forwarded to the kinematic analysis for planar, wedge and toppling failures. The analysis matches with previous findings, indicating that the most dominant failure type is a planar slide, showing that proposed methodology yields reliable and concurrent results.
PB - Taylor & Francis Group, London
C3 - Proceedings of the EUROCK 2013 – Rock mechanics for resources, Energy and Environment, 23-26. september 2013., Wroclaw, Poland
T1 - Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site
EP - 683
IS - 1
SP - 679
VL - 2
ER -
@conference{
author = "Marjanović, Miloš and Abolmasov, Biljana and Đurić, Uroš and Zečević, Snežana and Šušić, Vladimir",
year = "2013",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1917",
abstract = "Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computerbased analysis/measurements of rock slopes as a supplement/substitute for conventional data acquisition. Herein, we are following-up such trends at a pilot site on the M-22 highroad near Ljig (Serbia). The site is composed of stratified Cretaceous flysch sediments, traversed by several joint sets, making a convenient setting for potential failures. Prior to the kinematic analysis, modeling of the 3D surface has been performed on 1 cm resolution point
cloud, obtained by Leica Scan Station 2. The 3D surface model was then mapped for the planar discontinuities, forwarded to the kinematic analysis for planar, wedge and toppling failures. The analysis matches with previous findings, indicating that the most dominant failure type is a planar slide, showing that proposed methodology yields reliable and concurrent results.",
publisher = "Taylor & Francis Group, London",
journal = "Proceedings of the EUROCK 2013 – Rock mechanics for resources, Energy and Environment, 23-26. september 2013., Wroclaw, Poland",
title = "Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site",
pages = "683-679",
number = "1",
volume = "2"
}
Marjanović, M., Abolmasov, B., Đurić, U., Zečević, S.,& Šušić, V. (2013). Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site.
Proceedings of the EUROCK 2013 – Rock mechanics for resources, Energy and Environment, 23-26. september 2013., Wroclaw, Poland
Taylor & Francis Group, London., 2(1), 679-683.
Marjanović M, Abolmasov B, Đurić U, Zečević S, Šušić V. Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site. Proceedings of the EUROCK 2013 – Rock mechanics for resources, Energy and Environment, 23-26. september 2013., Wroclaw, Poland. 2013;2(1):679-683
Marjanović Miloš, Abolmasov Biljana, Đurić Uroš, Zečević Snežana, Šušić Vladimir, "Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site" Proceedings of the EUROCK 2013 – Rock mechanics for resources, Energy and Environment, 23-26. september 2013., Wroclaw, Poland, 2, no. 1 (2013):679-683
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