The influence of the groundwater, seismic loading and the coupling of the two on the mechanical behavior of the underground excavation in the jointed rock mass is investigated.
本文主要讨论地下水、地震荷载以及地下水与地震耦合作用对节理岩体中地下洞室围岩力学响应的影响。
The deformation of surrounding rock mass has prominent rheological behavior while the tunnel was excavated.
软弱岩体隧道开挖后，围岩变形具有异常显著的流变性。
The mechanical behavior of rock mass under unloading is different from that of rock mass under loading.
裂隙岩体在加载和卸荷条件下的力学特性有显著的区别。
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