| 1. | Influences of soil elastic modulus and poisson ' s ratio on slope stability
弹性模量和泊松比对边坡稳定安全系数的影响 |
| 2. | Classification unification of calculation formulation for safety factor of slope stability
边坡稳定安全系数求解格式的分类统一 |
| 3. | Two methods for calculation of safety factor of slope stability by use of transfer coefficient method
论传递系数法求边坡稳定安全系数的两种解法 |
| 4. | To unknown slip surface slope , ascertaining the location of the critical slip surface is the key problem in the process calculating the slope stability safety factor by traditional methods
对未知滑动面边坡，临界滑动面位置的确定是传统计算边坡稳定安全系数方法中的关键问题。 |
| 5. | Based on the theory of finite element method , the factor of safety of slope stability is straight obtained by examining the convergence of calculation after making material strength reduced
本文基于有限元法，通过对边坡岩土体材料参数的折减和判断有限元计算收敛性，直接获得边坡稳定安全系数值。 |
| 6. | At the same time the new method ascertaining the location of the critical sliding surface of slope is presented in this paper according to the plastic zone graph at the time of land slide body sliding
在用有限元强度折减法求解边坡稳定安全系数的同时，文中提出了一种利用滑坡体破坏时刻的塑性区图确定边坡临界滑动面的方法。 |
| 7. | The treatise elaborates some methods to make use of the slice method and limit equilibrium theory to calculate the stable safety coefficient of dam slope , and some mathematics equations , which depend on iteration of computer program to solve
摘要本文阐述了利用“条分法极限平衡原理”计算土坝（堤）边坡稳定安全系数的方法，并建立了借助计算机程序迭代求解的数学方程。 |
| 8. | And when going on reliability analysis of slope stability , confirm with critical split surface using traditional definite value analysis method ( namely most dangerous sliding surface ) , then calculate reliability index and failure probability of slope in this sliding surface . compare with using trial method to look for critical sliding surface in the past , it reduces time of calculating greatly , improves computational efficiency , can get safety coefficient and failure probability of slope stability at the same time
并且在进行边坡稳定可靠性分析时，用传统的定值分析方法确定公路边坡的临界滑裂面(即最危险滑裂面) ，然后以此为基准计算边坡的稳定可靠指标及边坡失效概率，与以往寻找临界滑裂面的试算法相比，大大减少了计算时间，提高了计算效率，可以同时求得边坡稳定安全系数和边坡失效概率。 |
