1.
Study on Slope Stability of Deep Foundation Excavation Based on the Gray System Theory;
基于灰色系统理论的深基坑边坡稳定性研究
2.
Study on Slope Stability of Foundation Pit under the Influence of Groundwater Seepage;
地下水渗流作用下基坑边坡稳定性研究
3.
Study on the Stability of Deep Foundation Pit Slope and the Bearing Characteristic of Foundation of the Shanwan Hydroelectric Power Station;
沙湾厂房深基坑边坡稳定性及地基承载特性研究
4.
The stability of expansive soil slope was studied considering the effect of rainfall.
在此基础上，研究了考虑降雨入渗影响的膨胀土基坑边坡稳定性问题。
5.
Research on Sandstone Slope Stability of Foundation Ditch in Chongqing Area
重庆基坑工程中的砂岩边坡稳定性问题研究
6.
Influence of Matrix Suction of Soil on Safety of Loess Slope and Loess Foundation Pit;
基质吸力对黄土边坡稳定性及基坑支护计算的影响
7.
Numerical Analyses of Stability of Soil Slopes and Interaction of Soil and Support Structure in Foundation Pit Engineering;
基坑工程中土与支护结构相互作用及边坡稳定性的数值分析
8.
The stability analysis for deepening slope in Yingpin Ⅱ pit based on simplified Bishop method
基于简化Bishop法的英坪Ⅱ号坑延深边坡稳定性分析
9.
Slope Stability Analysis and Supporting Study under the Condition of Larger Foundation Pit Water Inflow
基坑涌水量较大情况下边坡稳定性分析与支护研究
10.
Stability Analysis of Deep Excavation Slope Based on Stress～Strain Relation;
高层建筑深基坑边坡稳定的应力～应变分析
11.
The Development of "YuHeng" Geotechnical Software--Deep Foundation Pit Support Design, Slope Stability Analysis;
“禹衡”岩土软件的开发—深基坑支护设计，边坡稳定分析
12.
On the Methods Controlling the Stability of the Side-Slopes of Construction Foundation Pits and Their Economical Comparison;
试论建筑基坑边坡稳定控制方法技术与经济对比
13.
Application of Simplified Bishop Method and Finite Element Method in Slope Stabilization Analysis of a Foundation Ditch
简化Bishop法和有限元法在某矿区基坑边坡稳定分析中的应用
14.
Research on the Stability of Rock Slope Base on Neural Network;
基于神经网络技术的边坡稳定性研究
15.
The Research of Slope Stability Based on Genetic Algorithm;
基于遗传算法的边坡稳定性分析研究
16.
The Analysis on Rock-Slope Stability Based on Genetic Algorithm;
基于遗传算法的岩质边坡稳定性分析
17.
Stability Analysis of Rock Slope Based on Ant Colony Algorithm;
基于蚁群算法的岩质边坡稳定性分析
18.
Study on Erosion Theory and Stability of Subgrade Slope along River Bend;
河湾路基边坡侵蚀理论与稳定性研究