| 1. | Anti - slide stability analysis of a gangue dam
某尾矿坝抗滑稳定性分析 |
| 2. | Analysis of stability against sliding of dam by passive resisting force method
用被动抗力法分析大坝抗滑稳定性 |
| 3. | Numerical analysis for stability against sliding of retaining wall with notched sill
齿坎式挡土结构抗滑稳定性分析 |
| 4. | Evaluation of the deep stability against sliding of the dam base of fenhe no . 2 reservoir
汾河二库坝基深层抗滑稳定性评价 |
| 5. | The engineering reaction analysis is divided stability analysis of high rock slope and deformation and skidresistance of rock mass on dam abutment
工程效应分析分成高边坡稳定性分析和坝肩变形及抗滑稳定性分析。 |
| 6. | Stability against sliding of large constructions on bedrock usually is controlled by shear strength of concrete - bedrock cement face
建于岩基之上的大型构筑物，其抗滑稳定性受到混凝土基础与基岩胶结面抗剪强度的控制。 |
| 7. | In this article , seepage and stability against deep sliding are studied and discussed in detail as regard to dongzhang dam which has glacis weak surfaces in the dam foundation , some valuable results are obtained
本文结合坝基含有缓倾角软弱夹层的东张水库大坝工程，对坝基渗流及抗滑稳定性问题进行了较为深入的研究，得出了一些有意义的结论。 |
| 8. | This reinforced earth is made up of single layer or several layers of reinforcements horizontally placed in the soil or sand cushion under the foundation . a great number of model tests and practical engineering show it has the advantages of improving settlement and bearing capacity of foundation
加筋地基的设计内容包括承载力、变形和稳定性计算，故加筋地基的范畴和目的包括增加地基承载力、减小沉降和不均匀沉降，以及提高抗滑稳定性等。 |
| 9. | Based on clear boundary condition of dam shoulders , with rigid limit equilibrium vector method , baihetan hydroelectric power station dam shoulders anti - sliding stability analyzing program is compiled . then , by using above program , the anti - sliding stability of dam shoulders in different modes and different load patterns are calculated in respectively , and their stability is evaluated . the analysis results indicate that the anti - sliding stability of baihetan dam shoulders can meet the need of arch dam design
在查明坝肩抗力体边界条件的基础上，利用刚体极限平衡分析中的矢量法在文献[ 1 ]基础上编制了白鹤滩坝肩抗力体抗滑稳定性分析程序，并对白鹤滩坝肩抗力体的不同荷载情况下大块体的稳定性进行了评价，结果表明：白鹤滩坝肩抗力体的稳定性总体上达到了拱坝设计的要求。 |
| 10. | In this paper , rock mass structural features have been studied systematically , anti - sliding boundary condition is defined and dam shoulders anti - sliding stability is evaluated based on studying on the genesis of rock masses discontinuities and geological investigations , data statistics and indoor test . based on research productions that have been obtained , basalt lithofacies features and action of rock mass structural and tectonic stress field are generalized
本文通过大量野外地质调查、资料统计和室内测试分析，在对结构面成因研究基础上，系统总结了坝区结构面的工程地质特征，确定了坝肩抗力体的边界条件，分析了坝肩抗力体的抗滑稳定性。 |
