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。
The engineering properties and mechanical behavior are functions of the physical properties of the rock constituents and controlled by the alteration state.
岩石的物理性质受岩石成分及蚀变状态控制，而岩石的工程学性质和力学特征是其物理性质的函数。
The relationship between the structure hierarchy of rock masses and their mechanical behavior is studied.
研究了岩体的构造层次与其力学行为之间的关系。
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