| 1. | Discussion for the safety factor of slope project
对边坡工程安全系数的思考 |
| 2. | It is important to get a rational safety factor of slope
因此，合理评价边坡稳定性具有重大的现实意义。 |
| 3. | 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 |
| 4. | On definitions of safety factor of slope stability analysis with finite element method
关于有限元边坡稳定性分析中安全系数的定义问题 |
| 5. | 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 |
| 6. | The relation of safety factor of slope and displacement has been sinnilated by wematical model . accordin to basic theory of back analysis method
研究了天然土坡的稳定性安全系数，用非线性有限元模拟了边坡安全系数随位移场的变化而变化的数学模型。 |
| 7. | At the same time , several yield criterions are studied in order to find the best one . on the base of above , a rational safety factor of slope is calculated with shear strength reduction technique
第三，在弹性数值流形元的基础上，考虑了土体弹塑性的应力?应变关系，研制了弹塑性流形单元分析程序。 |
| 8. | 3 . based on the assumption of general slip surface , a general formula of safety factor of slope is presented in which the forces exerted on the slices exactly satisfy the equilibrium condition . using the method the chapters introduced to search critical slip surface , and proved by examples , this method is more reliable , and can search , simulate the critical slip curve
推导出了滑动面为任意现状，边坡体内作用有各种荷载且满足力平衡条件下的边坡稳定系数计算公式(在进行条分计算时，假定条间仅有水平方向作用力，竖向条间剪力为零) ，利用本文提出的遗传进化搜索方法搜索边坡最危险滑动面。 |
| 9. | The field of water distribution is obtained by finite difference method , then it is transformed into weight field and strength field or the field of suction distribution . the safety factor of slope during the infiltration time is calculated by slice method according to the actual weigh field and strength field
在有限差分法求得土坡水分分布的基础上，提出了用条分法计算土坡在降雨入渗各个时刻安全系数的思路：把水分分布场转化为边坡的基质吸力分布场(强度场)和重量场，用边坡的实际重量场和强度场来进行安全系数的计算。 |
