1.
The Investigation on the Effect of Rainfall on Pore Water Pressure Within Unsaturated Soil Slopes;
雨水入渗对非饱和土斜坡内孔隙水压影响的研究
2.
Limit analysis of a soil slope considering saturated-unsaturated seepage
考虑饱和-非饱和渗流的土坡极限分析
3.
Stability Analysis of Saturated-Unsaturated Soil Slope Subjected to Rainfall;
降雨条件下饱和—非饱和土坡的稳定分析
4.
Three-dimensional Limit Equilibrium Analyses of the Stability of Saturated-unsaturated Soil Slopes;
饱和—非饱和土坡稳定性的三维极限平衡分析
5.
Analysis to the Seismic Stability of Dam Slope Made of Saturated Cohesionless Soils
饱和非粘性土坝坡地震稳定性的分析
6.
Numerical Simulation of Unsteady Seepage and Stability Analysis of Unsaturated Soil Slope Subjected to Rainfall;
降雨条件下非饱和土坡非稳定渗流的数值模拟与土坡稳定分析
7.
Saturated-Unsaturated Seepage and Stability Analysis of Soil Slope under Surface Infiltration;
有地表入渗的土坡饱和—非饱和渗流及稳定性分析
8.
Research on the Influence Factors of Saturated-Unsaturated Seepage and Its Effect on Slope Stability;
饱和—非饱和渗流影响因素及对土坡稳定性影响研究
9.
Study on the Typical Soil Landslide Base on Numerical Simulation of Saturated-unsaturated Seepage in the Area of Western Yunnan
滇西红层区典型土质滑坡饱和—非饱和渗流数值模拟
10.
Experimental Research on Earth Pressure of Unsaturated Intact Loess Slope and Permeability Rule of Water in the Slope
非饱和原状黄土垂直边坡土压力及坡顶浸水渗透规律的试验研究
11.
Generalized Model of Fissures Distribution & Slope Stability Analysis for Unsaturated Expansive Soils;
非饱和膨胀土的裂隙概化模型与边坡稳定研究
12.
Study of Effects of Rain Infiltration on Stability of Unsaturated Loess Slope;
降雨影响下的非饱和黄土边坡稳定性分析
13.
Slope Stability Analysis of Unsaturated Soil Downstream Yellow River Levee;
黄河下游堤防非饱和土边坡稳定性分析
14.
Experimental & Numerical Study on Rainfall Infiltration in Unsaturated Soil-slope;
非饱和土坡降雨入渗规律的试验与数值研究
15.
Study of Effects of Rain Infiltration on Stability of Unsaturated Slopes;
降雨入渗对非饱和土边坡稳定性影响的研究
16.
Rainfall Infiltration of Non-saturated Slope Safety Impact
降雨入渗对非饱和黄土边坡支护的安全性影响
17.
Unsaturated Creep Model of the Sliding Zone Soils of Qianjiangping Landslide in Three Gorges
三峡千将坪滑坡滑动带土的非饱和蠕变模型
18.
LIMIT EQUILIBRIUM METHOD BASED ON RATIO OF FACTOR OF SAFETY FOR SLOPE STABILITY OF UNSATURATED SOILS
基于安全系数比的非饱和土边坡极限平衡法