摘要
自然界中的土坡滑动失稳常具有三维体型特征,提出基于极限分析上限定理的边坡三维稳定性分析方法.引入刚塑性体的三维旋转破坏机制,并对原有旋转机制进行优化处理,采用强度储备安全系数,通过虚功率平衡方程求得边坡临界高度或临界稳定系数.将分析计算结果用稳定系数表表示,根据边坡的强度参数和坡比查稳定系数表可以方便的求出某一边坡的安全系数,避免了求解安全系数的迭代计算过程.对于地震荷载下边坡的稳定性,将地震荷载拟化为不变的惯性力,采用传统的条分法与极限分析(上限)法进行了分析对比,求解的安全系数在合理的范围之内.
The failure earthquake on 3D soil of soil slopes possess 3D characteristics in nature. The effects of slopes were investigated by applying the kinematical approach of limit analysis theory. The mechanism of 3D rotational failure of rigid plastic body was introduced, which is adopted from a recent paper and optimized. Using the intensity reserve safety coefficient, the upper bound to critical height or coefficient of stability of soil slopes can be found from the balance equation. Analysis results are expressed in table. According to strength parameters of slopes, the safety coefficient can be found without iterative calculation procedure.
出处
《汕头大学学报（自然科学版）》
2012年第3期68-74,共7页
Journal of Shantou University：Natural Science Edition
关键词
三维边坡
极限分析
旋转机制
上限定理
3D slope
limit analysis
rotational mechanism
upper bound theorem oflimit analysis
