The above theory and method are adopted to establish anisotropic strength criterion and make dynamic analysis for deep sliding surface of dam-rock foundation system.
在此基础上，对岩体各向异性强度准则及其数值实现方法进行研究，并编制相应的计算程序对坝体—岩基系统的深层滑动面进行动力分析。
The above theory and method are adopted to establish anisotropic strength criterion and make dynamic analysis for deep sliding surface of dam-rock foundation system.
在此基础上，对岩体各向异性强度准则及其数值实现方法进行研究，并编制相应的计算程序对坝体—岩基系统的深层滑动面进行动力分析。
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