| 1. | Trial study on deformation simulation of toppled sliding mass
倾倒滑移体的变形模拟试验研究 |
| 2. | Practice of mining under sliding mass of xiangbishan north wall in daye iron mine
大冶铁矿象鼻山北帮滑坡体下采矿实践 |
| 3. | Stability analysis of sliding mass in local bench of south wall , washan pit , nanshan iron - mine
南山铁矿凹山采场南帮局部台阶滑体稳定性分析 |
| 4. | After landslide is prevention and treatmented , displacements and stresses of slide mass becomed well
分析结果表明，若不治理，滑体的位移及应力场都是令人担忧的，其灾害性也明显的。 |
| 5. | There are four zones in slide mass with different deformation , deformation degree of these four zones are undeformation , light , weak and strong
根据滑体的变形迹象与变形程度将古滑体分为未变形区、轻微变形区、弱变形区和强变形区四个区域。 |
| 6. | The safety factor of the sliding mass is more than 1 . 20 and meet the needs of code for water conservancy and hydropower engineering
三维有限元计算成果表明， 79om整体开挖方案即使在最不利的地震条件下，滑坡体的稳定性系数大于1 . 20 ，满足水利水电有关规范要求的要大于1 . 20的要求。 |
| 7. | For the anti - sliding pile on the linearly elastic foundation , the differential expressions for the pile are given when the sliding mass behind the pile moving with the same displacement . the finite element programming has been programmed . 4
文中以线弹性winkler地基上的抗滑桩为对象，得出了桩后滑体系统位移为平动时抗滑桩求解的微分方程式，编第i ！ |
| 8. | The evaluation indicates that the collapse of the soil bank slope , falling of sliding masses into the river and surge waves in the xiangjiaba and xiluodu reservoir areas will not affect the normal operation and long - term effectiveness of the reservoirs
评价结果表明，向家坝库区和溪洛渡库区土质岸坡坍塌及崩滑体入江和涌浪不会影响水库的正常运行及长期效益。 |
| 9. | Therefore , it is necessary to take order with the sliding mass so as to the safety of the project . the study contents of this paper is about the stability of landslide of guishan to different excavation schemes for meet with the needs of the project
本论文的选题紧密结合工程实践中遇到的滑坡体开挖后稳定性问题作为研究课题，开展了不同开挖方案条件下滑坡体稳定性的研究评价。 |
| 10. | In the paper , the randomness in the constitution of the sliding mass , in the from of sliding and in the shear strength of the sliding surface is considered , the anti - slide reliability of one arch dam is analyzed , and satisfying results are obtained
文章在考虑滑移体的构成、滑动面抗剪断强度参数等的随机性的基础上，使用可靠度理论，对拱? ?肩抗稳定可靠度进行分析；以某拟拱?为算例，计算结果是比较理想的。 |
