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基本原理用解析法求节理岩体边坡的安全系数被定义为边坡将要发生破坏时tanΦ和C的降低系数。但不能用单纯形法解极限平衡状态下边坡的平衡方程来求解安全系数α,因为这
Fundamental Principles The safety factor of rock mass slopes obtained by analytical methods is defined as the reduction factor of tan Φ and C when the slope is about to break down. However, the safety factor α cannot be solved by using the simplex method to solve the equilibrium equation of the slope in the state of limit equilibrium.