Finit element method have been adopted to further study stress and rock mass deformation repture characteristic.

建立概化边坡的地质模型,通过有限元数值分析,深化对工程边坡的应力—形变作用的理解.

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Finally, the unloading rock mass deformation parameters and the calculating method are put forward.

提出卸荷岩体的变形参数及取值方法.

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