1.
Design on Limit Equilibrium of Foundation Reinforced with Geosynthetics and Research of Material in Reinforcements;
土工合成材料加筋地基的极限平衡设计与加筋材料的研究
2.
The Model Test Research on Geogrid-reinforced and Pile-supported Foundation;
桩承加筋土复合地基的模型试验研究
3.
PROPERTY STUDY OF THE LATERAL REINFORCEMENT GROUTING SUBSTITUTIONS FOR EXISTING BUIDING'S GROUND
既有建筑地基横向加筋灌浆托换加固特性研究
4.
Analysis of Reinforcement of High Liquid Limit Foundation by Geogrid Reinforced Cushion
格栅加筋垫层加固高液限土地基的效果分析
5.
Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade
扩展基础加筋风积砂地基室内模型试验研究
6.
Analysis on the Geosynthetic-reinforced and Pile-supported Composite Foundation: Theories and Applications;
桩承加筋土复合地基的理论与应用分析
7.
The Nonlinear Finite Element Analysis of Reinforcement Result on Soft Foundation Embankment;
软土地基路堤加筋效果的非线性有限元分析
8.
Seismic Stability Analysis Based on Pseudo-static Approach of Reinforced Slopes
基于拟静力法的加筋边坡地震稳定性分析
9.
Mechanical Analysis on Multi-layer Horizontal Reinforced and Pile-supported Composite Ground
桩承式多层水平加筋复合地基受力与变形分析
10.
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
11.
Study of Replacement Combining with Reinforcement to Treat Soft Ground under Widened Subgrade;
换填与加筋相结合处理加宽路基下软土地基的研究
12.
Study of Replacement Combining with Reinforcement to Treat Soft Ground under Widened Subgrade
换填与加筋结合处理路基加宽下软土地基的效果分析
13.
UPLIFT MODEL TEST AND MECHANISM STUDY OF THE SPREAD FOUNDATION OF REINFORCED AEOLIAN SAND SUBGRADE
扩展基础加筋风积砂地基抗拔模型试验和机理研究
14.
MODEL TEST AND CALCULATION FOR ULTIMATE UPLIFT LOAD OF SPREAD FOUNDATION ON REINFORCED AEOLIAN SAND SUBGRADE
扩展基础加筋风积砂地基抗拔承载力模型试验与计算
15.
The Study of Model Tests of Strip Foundation on the Reinforced Sand Subgrade;
条形基础加筋砂土地基室内模型试验的分析研究
16.
Deformation analysis of geocell reinforcement based on theory for beam on elastic foundation
基于弹性地基梁理论的土工格室加筋体变形分析
17.
Research of Effect of Reinforced Cushion of Soft Soil Subgrade Embankment Based on Centrifugal Model Tests
基于离心模型试验的软土地基路堤加筋垫层效应研究
18.
Upper Bound Method for Stability of Reinforced Slope Based on Composite Reinforcement Mechanism
基于复合加筋机理的加筋边坡稳定性上限解