DocumentCode :
3053433
Title :
Analysis of failure mechanisms of Guang Yang highway slopes in jointed rock masses
Author :
Wang, ShuLi ; Mu, ManGen ; Dai, JingYu ; Hu, XiaoHuan
Author_Institution :
Sch. of Eng. & Technol., China Univ. of Geosci. (Beijing), Beijing, China
fYear :
2011
fDate :
26-28 July 2011
Firstpage :
1436
Lastpage :
1439
Abstract :
This paper demonstrates the ability of Shear Strength Reduction (SSR) analysis based on the Finite Element Method (FEM) to model the excavations sizes effects of discontinuity networks on the stability and failure mechanisms of slopes in blocky rock masses. Through GuangYang highway slope in k3+980~k4+240, it shows how these mechanisms depend on joint network geometry and change with increasing slope height.
Keywords :
excavators; failure analysis; finite element analysis; geotechnical engineering; mechanical stability; rocks; shear strength; Guang Yang highway slopes; SSR analysis; blocky rock masses; excavations size; failure mechanism; finite element method; jointed rock masses; network geometry; shear strength reduction; slope height; stability; Face; Failure analysis; Finite element methods; Joints; Rocks; Strain; jointed rock mass; numerical analysis; slope;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
Type :
conf
DOI :
10.1109/ICMT.2011.6003236
Filename :
6003236
Link To Document :
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