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一、前言在边坡稳定性分析中,极限平衡法占有重要地位,在各种岩体中广为应用。该法的实质就是根据边坡的实际条件和已知的控制参数求算潜在破坏面的稳定性系数。在松软岩体中,边坡的滑落面为圆柱形;对此,岩体力学理论已有充分解释,并已为大量的实例所证实。因此,在分析边坡稳定性时,要
I. Preface In the slope stability analysis, the limit equilibrium method occupies an important position in a wide range of rock mass widely used. The essence of the law is to calculate the stability coefficient of the potential damage surface according to the actual conditions of the slope and the known control parameters. In the soft rock mass, the slip surface of the slope is cylindrical; to this end, the theory of rock mass mechanics has been fully explained and has been verified by a large number of examples. Therefore, in the analysis of slope stability, it is necessary