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Non Linear Deformation Analysis of Rock Joints

Qiao Chunsheng Zhang Qing (College of Civil Engineering and Architecture,Northern Jiaotong University,Beijing 100044)  
Considering the non linear deformation character of rock joints, a new non linear constitute model of rock joints,which can describe the opening/closure and shear characteristics of joints,has been derived from the mathematical theory of plasticity.This model is useful for stability or hydromechanical coupling analysis of slopes or underground excavations by FEM.
【CateGory Index】: TD313.5,
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