1.
Research on Cut Slop Stability Analysis of Ning-ming Expansive Soil and Treatment Technology of Flexible Supporting Structure;
宁明膨胀土堑坡稳定分析及柔性处治技术研究
2.
The Stability Analysis and Treatment of Technical Research for Expensive Soils Cut Slope in Nanning-YouYiGuan Expressway;
南友路膨胀土堑坡稳定性分析与处治技术研究
3.
Moisture-heat Coupling Effect of Expansive Soil Cut Slope Deformation and Relationship between Deformation and Raining Time
膨胀土堑坡变形的湿热耦合效应及其与降雨历时的关系
4.
Effects and correlation analysis of infiltration velocity of expansive soil cut slope
膨胀土堑坡雨水入渗速率的影响因素与相关性分析
5.
Stability Analysis of Slopes of Cut of Expansive Soil Based on ANSYS
基于ANSYS的膨胀土路堑边坡的稳定分析
6.
Study on Stability of Expansive Soil and Its Modified Soil Cut Slope
膨胀土及其改性土路堑边坡稳定性研究
7.
Stability Analysis for Cutting Slope in Expensive Soils and its Application;
膨胀土路堑边坡稳定性分析及工程应用研究
8.
Study on the Moisture-heat Coupling Behavior of Expansive Soil and the Mechanism of Cut Slope Protection;
膨胀土湿热耦合性状与路堑边坡防护机理研究
9.
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
10.
Study on Stability of Expansive Soil Cutting Slope in Highway
某高速公路膨胀土路堑边坡稳定性研究
11.
Numerical analysis of expansive soil cutting slope stability in the infiltration of rainwater condition
雨水入渗下膨胀土路堑边坡的稳定性数值分析
12.
Research on Cutting Slope Protection of Expansive Soil for Meng-Xin Expressway in Yunnan Province
云南蒙新高速公路膨胀土路堑边坡防护研究
13.
The Research on the Cracking Property of Expansive Soils in Wet-dry Cycling of Natural Weather and Cracking Evolution of Cutting Slope;
膨胀土干湿循环开裂特性及路堑边坡开裂演化过程研究
14.
Stability Treatment Technology of Cutting Slope and Subgrade of Highway in Strong Expansive Soil Zone
高等级公路强膨胀土区域特殊路堑边坡和路基的处理技术
15.
The Study of the Stability of the High and Swelling Weak Rock Slope in Freeway;
公路深路堑膨胀性软岩边坡稳定性评价研究
16.
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
17.
Effect Study of Expansive Soil Slope Reinforced with Geogrid
土工格栅加筋膨胀土边坡的效果研究
18.
Stability Analysis of Expansive Soil Slopes Using DDA
基于DDA的膨胀土边坡稳定性分析