1.
Reliability Analysis of Slope Stability Base on Monte Carlo-Finite Element Method and Studies of Root Pile Training Underwater Slope;
基于蒙特卡洛—有限元法的边坡可靠度分析及树根桩整治水下边坡研究
2.
Flatten slope to 46° to give a factor of safety of 1. 3 under saturated conditions.
削坡到46°，给饱水条件下的边坡以1．3的安全系数。
3.
Physical Modeling Study on Lower Slope of Mountain Road Water Damage;
山区公路下边坡水毁机理的物理模拟
4.
Model Test Study on the Stability of Underwater Rock Slope;
水下岩质边坡稳定性的模型试验研究
5.
Relevance between the change of groundwater level and slope stability
地下水位的变化与边坡稳定的关联性
6.
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
7.
Groundwater Transient Seepage Field Simulation Subjected to Heavy Rainfall
强降雨下边坡地下水暂态渗流场模拟途径研究
8.
Reliability Analysis of A Slope Considering the Randomness of Groundwater Table
地下水位随机性影响下的边坡可靠性分析
9.
Study on the Influence of Deformation and Stability Caused by Water Level Depression in Slope;
坡体水位下降引起的边坡变形及稳定性影响分析
10.
Groundwater seepage analysis of open pit slope at Baiyunebo east iron mine
白云鄂博铁矿东矿露采边坡地下水渗流分析
11.
Shakedown Analysis of Slopes Subjected to Variable Pore-Water Pressure;
交变孔隙水压条件下边坡的安定性研究
12.
Numerical Analysis for Dynamic Response of Cracked Slope under Hydraulic Pressure
水压力条件下的含裂隙边坡动力响应数值分析
13.
Numerical analysis of expansive soil cutting slope stability in the infiltration of rainwater condition
雨水入渗下膨胀土路堑边坡的稳定性数值分析
14.
Weights Analysis on Instable Factors of Residual Soil Slope Under Drawdown of Reservoir Water Level
库水位下降时残积土边坡失稳因素的权重分析
15.
Research on the Groundwater Seepage and Disaster Laws of Bank Slopes___the Groundwater Seepage Simulation and Stability Analysis for Gongchuan Landslide;
库岸边坡地下水渗流特征及其成灾规律的研究-贡川滑坡地下水渗流模拟和稳定性分析
16.
Consolidation grouting test of tail water slope for underground factory building of Wu river Goupitan Hydropower station
乌江构皮滩水电站地下厂房尾水边坡固结灌浆试验
17.
On application of three-dimension drainage flexible ecological slope in railway slope protection engineering
三维排水柔性生态边坡在铁路边坡防护中应用
18.
The computing method for the stability analysis of slopes composed of horizontal layers under seismic load is studied.
研究了地震荷载作用下水平向成层边坡稳定性分析的计算方法。