极限平衡法和有限单元法混合分析土坡稳定

    MIXED ANALYSIS ON SLOPE SABILITY BY LIMIT EQUILIBRIUM METHOD AND FINITE ELEMENT METHOD

    • 摘要: 利用有限单元法和极限平衡法对一边破稳定性进行了计算机模拟及计算分析。确定了滑动面的位置和形式,然后用刚体极限平衡法计算安全系数。这样不仅考虑了土体的应力-应变关系,同时能很方便的计算出土坡稳定的安全系数。避免了极限平衡法单独计算时反复试算这一过程。这两种方法联合应用可以互相补充,因此充分发挥了两者各自的优点。

       

      Abstract: Based on limit balance method and finite element method,computer analogue and calculations analysis are carried out to the stability.We get the form and position of failure surface,and then calculate factor of safety with general limit equilibrium method.The nonlinear stress-strain relationship was considered,meanwhile the calculation of safety factor of slope becames easy.Also repeating calculation based on limit balance method was avoided.The two methods can be supplementary to each other through associate application.So respective merit of them has been brought to play fully.

       

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