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Equivalent Continuum Model of Rock Mass with Arbitrary Fractures
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作者 WANG Ying-yi LI Ke HUANG Xing-chun 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第3期293-297,共5页
The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is com- posed of ... The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is com- posed of the rock part and the fracture part. The elasto-visco-plastic property is considered in this model. For the convenience in engineering practice, the complex elasto-visco-plastic model and its equivalent modulus are degraded, and tbe rock is taken as an elastic body. By statistical analysis of the geometric positions of the column and the fracture, the equivalent modulus of rock mass with arbitrary fractures is obtained. 展开更多
关键词 fractured rock mass representative elementary volume (REV) elasto-visco-plastic constitutive model eouivalent continuum model
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