1.
Study on Geology Conditions, Seepage and Slope Stability of Flood-Control Project in Linyi City, Shandong Province;
山东省临沂市城市防洪工程地质条件、渗流及堤坡稳定分析
2.
Stability Analysis of Fill Embankments on Rock Slope;
岩质斜坡地基上填方路堤稳定性研究
3.
Study on Slope Stability of High Embankment under Freezing and Thawing
冻融条件下高填路堤边坡稳定性研究
4.
Study on Stability of Slope and Mechanisms of Deformation and Failure of Embankment;
边坡稳定性及路堤变形与破坏机理研究
5.
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
6.
The Research of Deformation and Slope Stability of High Fills Embankment Soaked in Water;
浸水高填方路堤变形性状及边坡稳定性的研究
7.
Stability Analysis of Embankment Slop on Soft Soil Ground under Large Deformation;
基于大变形的软土路堤边坡稳定性分析
8.
Application of Gray Systematic Theory in the Embankment Bank Slope Stability Analyzing;
灰色系统理论在堤防岸坡稳定性分析中的应用
9.
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
10.
Study on Stability of High-filled Embankment Slope under Multi-storey Loads
多层荷载作用下高填方路堤边坡稳定性研究
11.
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
12.
SEISMIC STABILITY ANALYSIS OF SLOPE EMBANKMENT OF EXPRESSWAY IN MOUNTAINOUS AREA WITH FLAC~(2D)
用FLAC~(2D)分析山区高速公路斜坡路堤地震稳定性
13.
Stability Analysis of Reinforced Expansive Soil Embankment with Mild-Slope Ratio
缓坡率膨胀土加筋路堤局部稳定性分析
14.
Analysis on Settlement of Soft Foundation Highly-filled Embankment and Stability of Strength-reductive Side Slope
软基高填路堤沉降及边坡强度折减稳定性分析
15.
Analysis on the stability of permafrost low filled embankment by riprap slope protection
片石护坡保护多年冻土填土低路堤稳定性分析
16.
Simulation Analysis with FEM on Seepage and Its Influences to Stability of the Dam Slop;
渗流及其对堤坝边坡稳定性影响的有限元模拟分析
17.
Application of Fuzzy Theory and Gray Systematic Theoryin the Embankment Bank Slope Stability Analyzing;
模糊理论与灰色系统理论在堤防岸坡稳定分析中的应用
18.
Application of Neural Network Methods Based on Gray Theory for the Breakwater Slope Stability Analyzing;
基于灰色理论的神经网络方法在防洪堤边坡稳定性分析中的应用