1.
Analysis of Stability on High Emembankmentment of High-Speed Railway and Predict on Settlement after Construction;
高速铁路高路堤稳定性分析及工后沉降预测
2.
Bearing Capacity Analysis of Subgrade Soil Using Upper Bound Finite Element Method
上限有限元法及其在路堤稳定性分析中的应用
3.
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
4.
Stability Analysis and Optimal Design of the High Embankment on Steep Slopes Based on Elastic-Plastic Finite Element Method
基于弹塑性有限元方法的陡坡高路堤稳定性分析及优化设计
5.
Study on Energy Method for Embankment Stability Analysis on Soft Ground;
软基上路堤稳定性能量分析法的研究
6.
The Finite Element Analysis of Widened Embankment Deformation and Stability
加宽路堤变形及稳定性的有限元分析
7.
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
8.
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
9.
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
10.
Analysis of Deformation and Stability of High Embankment in Flat Ground of Mountainous Area
平坦地基上山区高填方路堤变形及稳定性分析
11.
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
12.
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
13.
Study on Dynamic Stability Analysis Methods of Caisson Breakwaters in Deep Water;
深水防波堤动力稳定性分析方法研究
14.
FEM Analysis of Embankment Stability in Falling of Water Level;
水位下降时堤防稳定性的有限元分析
15.
The Stability Analysis of Rubble Mound Breakwater by Distinct Element Method;
抛石防波堤稳定性的离散单元法分析
16.
Stability Analysis of Embankment Widening Project on Soft Ground and Improvement Measures
软土地基上路堤拓宽工程的稳定性分析及处理对策
17.
CALCULATING METRODS FOR THE SETTLEMENT OF HIGHWAY’S FOUNDATION & ANALYSE AND VERIFICATION OF HIGH FILLS’SETTLEMENT STABllJZATION;
路基沉降计算方法及高路堤沉降稳定分析验证
18.
Strength Reduction Analysis for Stability of Reinforced Embankment on Soft Soil
软土地基上加筋土路堤稳定的强度折减法分析