Analysis of failure mechanisms of Guang Yang highway slopes in jointed rock masses

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~...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	ShuLi Wang, ManGen Mu, JingYu Dai, XiaoHuan Hu
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Face Failure analysis Finite element methods jointed rock mass Joints numerical analysis Rocks slope Strain
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