黄显贵, 陈植华, 汪斌. 2006: 有限元强度折减系数法在北门沟坡滑坡稳定性评价中的应用. 工程地质学报, 14(5): 665-669.
    引用本文: 黄显贵, 陈植华, 汪斌. 2006: 有限元强度折减系数法在北门沟坡滑坡稳定性评价中的应用. 工程地质学报, 14(5): 665-669.
    HUANG Xiangui, CHEN Zhihua, WANG Bin. 2006: APPLICATION OF STRENGTH REDUCTION FINITE ELEMENT METHOD TO SLOPE STABILITY ASSESSMENT AT BEIMENGOU SITE. JOURNAL OF ENGINEERING GEOLOGY, 14(5): 665-669.
    Citation: HUANG Xiangui, CHEN Zhihua, WANG Bin. 2006: APPLICATION OF STRENGTH REDUCTION FINITE ELEMENT METHOD TO SLOPE STABILITY ASSESSMENT AT BEIMENGOU SITE. JOURNAL OF ENGINEERING GEOLOGY, 14(5): 665-669.

    有限元强度折减系数法在北门沟坡滑坡稳定性评价中的应用

    APPLICATION OF STRENGTH REDUCTION FINITE ELEMENT METHOD TO SLOPE STABILITY ASSESSMENT AT BEIMENGOU SITE

    • 摘要: 利用有限元强度折减系数法求得的滑坡安全稳定性系数进行北门沟滑坡稳定性评价。通过强度折减,当滑坡达到不稳定状态时,有限元计算不再收敛,此时的折减系数就是滑坡的安全稳定性系数。经计算,可以得到滑坡体破坏形式和破坏扩张趋势,有助于对滑体破坏机制的理解。计算表明,有限元强度折减法与传统刚体极限平衡法计算的稳定性系数很接近,这为滑坡稳定性评价提供了另一条途径。

       

      Abstract: The stability assessment of Beimengou slope is achieved on the basis of the safety factor calculated by the strength reduction FEM.Through the reduction of values,the FEM computation will not converge when the model reaches instability state,and the safety factor is just the reduction coefficient at this state.According to the calculation,the failure mode and failure propagation tendency of the slope can be obtained,which helps to understand the failure mechanism of the slope.The calculation results show that the safety factor calculated by the strength reduction FEM is fairly close to the that calculated by the traditional limit equilibrium method.Therefore,strength reduction FEM provides a new way to evaluate slope stability.

       

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