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倾斜岩体是一种较为普遍的地下岩体。本文利用迭加原理,静力平衡条件以变形连续条件等力学方法,对受三向压应力作用下的倾斜岩体交界层面处的应力和应变进行了计算和分析.其结果对于研究岩体的强度和破坏机理等问题具有参考价值。
Inclined rock mass is a relatively common underground rock mass. In this paper, the superposition principle and static equilibrium conditions are used to calculate the stress and strain at the interface of inclined rock under the action of triaxial compressive stress. The results are for the study of rock mass. Problems such as strength and failure mechanism have reference value.