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Investigation of Failed Slopes Based on a New Method of Back Analysis in Rock Masses: A Case Study
Authors:Taherynia  Mohammad Hossein  Koopialipoor  Mohammadreza  Azizzadeh  Abbas  Fahimifar  Ahmad  Ghyasvand  Soheil
Institution:1.Department of Geological Sciences, Kharazmi University, Tehran, Iran
;2.Faculty of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran
;
Abstract:Geotechnical and Geological Engineering - Small variation in shear strength parameters results in remarkable changes in the safety factor (SF) of a rock slope. In this regard, rock mass strength of...
Keywords:
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