| 1. | Limit equilibrium method of slope stability
土坡稳定极限平衡法 |
| 2. | Limit equilibrium method
极限平衡法 |
| 3. | Generalized 3d limit - equilibrium method for slope stability analysis and its application
边坡稳定性分析的三维极限平衡法及应用 |
| 4. | Now , there are three main methods , namely limit equilibrium method , plasticity limit analysis and fem
目前，边坡工程稳定性分析主要有极限平衡法、塑性极限分析法和有限元法。 |
| 5. | In the direct method , safety factor is evaluated using computer program written in fortran language based on rigid limit equilibrium equation
在直接法里，安全系数由自编的基于刚体极限平衡法的fortran程序来评价。 |
| 6. | ( 2 ) study the 4 plastic limit equilibrium methods , such as fellenius method , bishop method , transfer coefficient method and plane linear method , and their program design
( 2 )常用的4种极限平衡法：瑞典法，简化毕肖普法，传递系数法和平面直线法研究并进行程序设计。 |
| 7. | During calculation of the ultimate flexural capacity of composite beams , it assumes steel beam , concrete board and connecter are plastic , calculates them by ultimate equilibrium method
在组合梁受弯极限承载力计算中，认为钢梁、混凝土板和连接件完全塑性，采用极限平衡法计算。 |
| 8. | This dissertation got the shear strength of sliding surface of slope by back analysis based on limit equilibrium method . the practical results show that this technique has good effect
采用极限平衡法对边坡滑动面的抗剪强度参数进行了反分析，具体工程实践表明该方法能取得良好的效果。 |
| 9. | This paper carries out a entirely study and research on soil nailing as a slope retaining construction using limited equilibrium method , finite element method , soil pressure analysis method
本文采用极限平衡法、有限元法、土压力分析法对土钉支护这种坡体支挡结构型式作了全面的分析和研究。 |
| 10. | ( 5 ) introduced the shear strength theory of unsaturated ~ oil , program for checking the stability of rock slope under the influence of surface infiltration is worked out by using the limit equilibrium method
引入非饱和土的抗剪强度理论，运用刚体极限平衡法，研制出了地表入渗影响下的岩坡稳定性验算程序。 |
