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岩石库仑-莫尔强度理论
按照库仑-莫尔强度理论,当代表某一应力状态的最大应力圆与强度曲线相切时,岩石发生剪切破坏,破裂面与最大主应力作用面夹角 α = 45° + φ/2,该强度理论没有考虑中间主应力 σ₁ 的影响。此强度理论广泛应用于矿山工程稳定性分析
expl.
Coulomb-Mohr strength theory of rock
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