王平, 刘东升. 计算土坡安全系数的辐向条分模型[J]. 工程力学, 2002, 19(3): 148-152.
引用本文: 王平, 刘东升. 计算土坡安全系数的辐向条分模型[J]. 工程力学, 2002, 19(3): 148-152.
WANG Ping, LIU Dong-sheng. SPOKE MODEL FOR EVALUATION OF SAFETY FACTOR FOR SOIL SLOPE[J]. Engineering Mechanics, 2002, 19(3): 148-152.
Citation: WANG Ping, LIU Dong-sheng. SPOKE MODEL FOR EVALUATION OF SAFETY FACTOR FOR SOIL SLOPE[J]. Engineering Mechanics, 2002, 19(3): 148-152.

计算土坡安全系数的辐向条分模型

SPOKE MODEL FOR EVALUATION OF SAFETY FACTOR FOR SOIL SLOPE

  • 摘要: 本文根据土条间的几何关系提出了土坡稳定分析的辐向条分法,并利用高斯积分法计算出安全系数,再通过计算机搜索及改进的JC法求出土坡最小安全系数.该法避免了传统意义上的条分过程,消除了由于条间力简化假设所引起的计算误差,从而提供了一种高效、准确的土坡稳定性计算方法.

     

    Abstract: Based on the geometric relations of soil slip, a spoke method on soil slope is developed in the paper. The safety factors are obtained by the Guass quadrature method. The minimum value of safety factor is calculated by a modified JC method. The spoke method avoids the traditional division of soil slip and eliminates the calculating error resulting from oversimplification between slips. It is shown that the present method is efficient and accurate for evaluation of safety factor for soil slopes.

     

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