据此，得出围岩的应力分布规律，进行围岩稳定性分析。
The stress distribution rule of surrounding rock is obtained and surrounding rock stability is analyzed.
由于岩体介质材料的特殊性，在地下工程围岩稳定性分析与施工设计的过程中，本构模型及其计算参数的选取对计算结果的可靠性有着重要的影响。
During the reliability analysis of surrounding rock and detail design, using appropriate model and parameters is very important to the result of calculation for it's special material.
隧道围岩-支护结构稳定性分析是公路隧道安全施工的一项极为重要的研究内容。
The stability analysis of supporting structure of tunnel surrounding rock is an extremely important study of the safe construction of tunnel.
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