Based on the limit balance equation, through a numble of mathematic transformat, the formulas of rupture angle were obtained, which include active state and passive state under surcharge, and the impact form of various parameters was detailed analysised.
利用极限平衡方程建立等式,通过数学基本变换,推导出破裂角计算公式,并分析了各参数的影响形式,为工程设计提供参考。
参考来源 - 基于能量理论的挡土墙土压力计算分析与研究·2,447,543篇论文数据，部分数据来源于NoteExpress
最后对土体剪切破裂角的计算进行了推导。
地震震源处，其温度和压力与地壳浅处及地表不同，温、压越高，共轭破裂角越大。
The temperature and pressure at the focus is different from the shallow of the crust and the ground. The higher temperature and pressures, the larger conjugate rupture angle.
从能量理论出发，导出任意情形下挡土墙被动土压力的计算公式，探讨破裂角的计算方法。
According to the energy theory, the formula for the passive earth pressure of retaining wall is derived, and the calculation method for the rupture Angle is discussed.
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