Failure analysis of concrete gravity dam based on interface element method of discontinuous mechanics

【Author】

Qing Zhang;Kang Xu;

【Abstract】

<正>The rigid body limit equilibrium method and the nonlinear finite element method are often used in the stability analysis of gravity dam.But the rigid body limit equilibrium method can not reflect the process of progressive instability and mechanical mechanism on failure for rock mass while the nonlinear finite element method

【Keywords】

Failure analysis of concrete gravity dam based on interface element method of discontinuous mechanics;

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