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Keywords: slope stability analysis
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Proceedings Papers

Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-113
... and overburden benches in the hanging wall of an up-throw strike fault in the dip side of NMOC-II open cast coal mine, WCL. The opencast mine is located in the Maharashtra state of India. The detailed slope stability analysis is carried out by limit equilibrium method. The overburden slope of the quarry...
Proceedings Papers

Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-326
... runoff model kashiwayanagi october 2014 rainfall intensity slope stability analysis slope failure DEM rainfall safety factor asian rock mechanics symposium arms8 mesh basin landslide 8th Asian Rock Mechanics Symposium ARMS8 14-16 October 2014, Sapporo, Japan Assessing rainfall induced...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, October 15–19, 2012
Paper Number: ISRM-ARMS7-2012-137
... are inherent components of input parameters needed to slope stability analysis.From the 1970s, probabilistic methods were used for slope stability analysis as a computational tool. Since then probabilistic methods were expanded for analysis of circular, wedge and planar failure and now they are widely used...
Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-132
... into 3 parts. Field investigation indicates 3 joint sets of dip/dip direction of 82/180°. 27/130° and 76°/273° respectively. Shear strength parameters of discontinuities were determined. These parameters were utilized for slope stability analysis. Limit equilibrium and numerical methods were used...
Proceedings Papers

Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-002
... the Slope Unit as study object to search and evaluate the 3D critical slope stability. Assumed the initial slip as ellipsoid. the 3D critical slip surface in the 3D slope stability analysis is performed by the means of a minimization of the 3D safety factor by using Monte Carlo random method to choose...

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