The stabilization for soil slopes is related to the state of stress. The method of determining the rupture surface and the mechanism of the slope failure are studied.
将土坡是否稳定与应力状态联系起来，最后探讨了土坡失稳的机理，并提出了确定滑动面空间位置的方法。
In this paper, the problem of stabilization for soil slopes is studied by tracking analysis with the finite element method, the redistribution of stress around the fracture element is considered.
本文采用有限元追踪分析方法，考虑破裂点的应力迁移，对土坡稳定这一传统问题进行了研究。
In this paper, the main ideas include that, (1) based on the theory of soil-slope anchorage and stabilization, the incremental calculation method for soil nail forces in soil nailing is put forward;
根据土钉支护作用机理，提出了基于边坡锚固稳定思想的土钉力的增量计算方法；
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
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