1.
limit equilibrium [slope stability analysis]
极限平衡〔斜坡稳定性分析〕
2.
INFLUENCE OF INTERSECTION ANGLE BETWEEN TREND OF SLOPE AND STRATA ON STABILITY OF BEDDING SLOPE
顺向坡岩层倾向与坡向夹角对斜坡稳定性的影响
3.
THE SLOPE STABILITY ZONING AND ITS SYNTHETICAL EVALUATION IN THE MIDDLE──LOWER REACHES OF LANCANG RIVE
澜沧江中下游斜坡稳定性分区与综合评价
4.
Study on Logistic Regression Model Applied to Regional Slope Stability Evaluation Based on GIS;
基于GIS的区域斜坡稳定性评价Logistic回归模型研究
5.
Study on Stability Slope of Water and Electricity Reservoir on the Monkey Cliff Dadu River;
大渡河猴子岩水电库区斜坡稳定性研究
6.
The Research on the Stability of the Reservoir Bank in Fengjie Section of the Three Gorge Reservoir, the Yangtze River;
长江三峡水库奉节新城区库岸斜坡稳定性研究
7.
Research on Applicability of Shear Strength Reduction Method in Slope Stability Analysis;
强度折减法在斜坡稳定性分析中的适用性研究
8.
Application of the optimization method to the analysis of landslide stability in a reservoir region
优化方法在库岸斜坡稳定性评价中的应用
9.
An Evaluation of the Slope Stability in the East of Gansu Province
甘肃东部地区斜坡稳定性动态聚类分析评价
10.
Multinomial factors should be considered in the stability analysis and hazard prediction of seismic loess slopes.
在地震黄土斜坡稳定性分析和灾害预测中，必须考虑多项影响因子。
11.
A Study on Conditional Evolution of Discharging Atomization Slope Stability in Nuozhadu Hydropower Station;
糯扎渡水电站泄洪雾化区斜坡稳定条件演化研究
12.
Stability Analysis of Fill Embankments on Rock Slope;
岩质斜坡地基上填方路堤稳定性研究
13.
Deformation characteristic and stability evaluation of one slope in Zhong country
忠县某斜坡变形特征及其稳定性评价
14.
Study of Stability of Embankment upon the Slope in the Permafrost Area at Anduo Section of Qinghai-Tibet Railway;
青藏铁路安多段多年冻土斜坡路基稳定性研究
15.
Dynamic Response and Stability of Slope under Seismc Excitations;
地震作用下斜坡动力响应及稳定性研究
16.
Study on Deformation Characteristics and Stability of High Embankment Filled by Coarse Grained Soils on Sloping Ground;
粗粒土斜坡高路堤变形性状与稳定性研究
17.
Study of Stability of Subgrade Upon Slope with Seepage in Permafrost Region
渗流条件下多年冻土区斜坡路基稳定性研究
18.
Analysis on the Stability Status of Low-fill Slope Embankment in Permafrost Regions
多年冻土区低填方斜坡路堤的稳定性分析