The deformation and stability of soft rock slope under excavation and rainfall, as well as the effect of the supporting system on slope deformation are analyzed by physical modeling.
通过地质力学模型试验，研究软岩高边坡在开挖及降雨时坡体的稳定性及变形变化规律，分析支挡结构对边坡变形的影响机理。
In this Paper the physical modeling technique for rock mass stability around underground openings is offered.
本文提供一个能够反映层状围岩力学性能的地下洞室稳定的室内模拟试验方法。
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