岩体是一种被不连续结构面切割的不连续介质。
Rock mass is a discontinuum separated by structural surfaces.
岩体是一种不连续介质，岩体及岩体结构面强度特性具有一定的特殊性。
Rock mass is a discontinuous medium. The strength properties of rock mass and its structure plane are of certain peculiarity.
针对这种新型预应力锚索，基于不连续介质力学的界面元法建立了精细模型。
Focusing on the new type prestressed anchoring cable, a refined model is established in this paper using the interface stress element method in discontinuous mechanics.
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