当前,建筑边坡工程广泛采用破裂角和岩体等效内摩擦角概念。该文分析了破裂角和岩体等效内摩擦角取值与应用存在的问题,提出了在边坡工程中舍弃采用破裂角和岩体等效内摩擦角概念的建议。%Nowadays, the concept of rupture angle and rock mass equivalent internal friction angle is widely applied in slope engineering. The existing problems in the application are analyzed and the advice of discarding its application is proposed.
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