1.
FLAC~(3D) Numerical Simulation of Water Content Effect on Thick Soil Slope Distortion
含水率对厚土坡变形影响的FLAC~(3D)数值模拟研究
2.
Centrifuge modeling of cohesive soil slopes reinforced by stabilizing piles
抗滑桩加固黏性土坡变形规律的离心模型试验研究
3.
Study on the Deformation and Stability of Cut Cliff Debris and Residual Soil Slopes;
路堑式坡残积土质边坡变形与稳定性的研究
4.
Deformation Analysis of Embankment on Sloping Poor Ground;
斜坡软弱土地基路堤的变形特性分析
5.
Effect of swelling deformation on stability of expansive soil slope
膨胀变形对膨胀土边坡稳定性的影响
6.
Study on the Mechanism of Deformation Disintegration Failure and the Stability of Debris Landslide;
碎石土滑坡变形解体破坏机理及稳定性研究
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.
Centrifugal Model Test Study on the Deformation of High Cut Slope of Soil;
土质路堑高边坡变形特性的离心模型试验研究
9.
Centrifuge Model Test Study on the Deformation and Stability of Expansive Soil Slope;
膨胀土边坡变形和稳定的离心模型试验研究
10.
The Study on the Changing of Micro-Morphological Characters in the Process of Erosion Soil in Slope;
坡面土壤侵蚀过程中微形态特征变化研究
11.
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
12.
Research on Deformation Properties and Failure Mechanism of Expansive Soil Cutting Slope
膨胀土路堑边坡变形特性及破坏机理研究
13.
Analysis of the Deformation Disruption Model and Stability of the High Loess Slope on the Certain Site
某基地黄土高边坡变形破坏模式与稳定性分析
14.
STUDY ON MECHANISM OF DEFORMATION DISINTEGRATION FAILURE OF DEBRIS LANDSLIDE AND ITS STABILITY
碎石土滑坡变形解体破坏机制及稳定性研究
15.
Research on the Deformation Failure Mechanism and Stability of High Loess Slope along Railway
铁路黄土高边坡变形破坏机理及稳定性研究
16.
Deformation Mechanism and Characteristics of Yanjiagou Landslide in Zichang County,Northern Shaanxi
陕北子长县阎家沟黄土滑坡特征及其变形机制
17.
Study on the Slope Deformation Failure Mechanism, the Support Design and the New Construction Technology of Foundation Pit with Red Clay
红粘土基坑边坡变形破坏机制、支护设计及施工新工艺研究
18.
Efficient Meshfree Simulation of Large Deformation Rainfall-Induced Soil Slope Failure
暴雨条件下土质边坡大变形损伤破坏的高效无网格分析