TY - GEN
T1 - Combination of probabilistic and deterministic methods for three-dimensional assessment of landslide hazard in a large mountainous area
AU - Qiu, C.
AU - Xie, M.
AU - Esaki, T.
AU - Mitani, Y.
PY - 2008
Y1 - 2008
N2 - In order to quantitatively assess the landslide hazard of a large mountainous area, this study proposes a slope-unit-based probabilistic methodology that involves a three-dimensional (3D) deterministic model coupled with a Geographical Information System (GIS). A study area is divided firstly into slope units which are used as study objects of the 3D deterministic model. For each slope unit, a GIS-based 3D slope stability analysis model is applied to calculate the distribution of 3D safety factors through a Monte Carlo simulation of the slip surface. Assuming the resultant 3D safety factors follow a log-normal distribution, a widely-used reliability index, β, is used to quantitatively evaluate the probability of unsatisfactory performance of each slope unit. An advanced GIS system is developed to efficiently implement all of the computational procedures. The effectiveness of the proposed method has been tested in a practical application to a landslide-prone area in Japan.
AB - In order to quantitatively assess the landslide hazard of a large mountainous area, this study proposes a slope-unit-based probabilistic methodology that involves a three-dimensional (3D) deterministic model coupled with a Geographical Information System (GIS). A study area is divided firstly into slope units which are used as study objects of the 3D deterministic model. For each slope unit, a GIS-based 3D slope stability analysis model is applied to calculate the distribution of 3D safety factors through a Monte Carlo simulation of the slip surface. Assuming the resultant 3D safety factors follow a log-normal distribution, a widely-used reliability index, β, is used to quantitatively evaluate the probability of unsatisfactory performance of each slope unit. An advanced GIS system is developed to efficiently implement all of the computational procedures. The effectiveness of the proposed method has been tested in a practical application to a landslide-prone area in Japan.
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M3 - Conference contribution
AN - SCOPUS:56449128477
SN - 0415469341
SN - 9780415469340
T3 - Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century
SP - 515
EP - 519
BT - Proceedings of the International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century
T2 - International Young Scholars' Symposium on Rock Mechanics - Boundaries of Rock Mechanics Recent Advances and Challenges for the 21st Century
Y2 - 28 April 2008 through 2 May 2008
ER -