About 83 item dissertation in line with Centrifuge model test query results,the following is 1 to 50(Search took 0.027 seconds)
- Study on Reinforcement Mechanism and Safety Analysis Method of Reinforced Soil Slopes,WangLiPing/Tsinghua University,0/40
- Centrifuge Modelling and3-D Numerical Analysis of Large Diameter Single Pile under Lateral Loads,XiongGen/Zhejiang University,0/13
- Study on Deformation Characteristics of Fluvioglacial Deposits Filling Sub-grade,HouZhaoQiang/Chang'an University,0/5
- Research of the Seismic-induced Failure Mechanism of Layered Rock High Slope,LiXiangLong/China University of Geosciences,0/385
- The Centrifuge Model Test for the Sliding Mechanism of High Fill Slope Pre-reinforced in Panzhihua Airport,TianXiaoLi/Chengdu University of Technology,0/46
- Pile-Soil-Pile Interaction in Pile Groups Subjected to Eccentric Lateral Loading,FanJiYing/Zhejiang University,0/109
- Analysis on the Deformation Characteristics of Loess Highway Tunnel Based on the Effect of Double-hole,ShiWei/Chang'an University,0/24
- Study on the Mechanical Behavior and Design Method of Geocell Flexible Retaining Wall,QuZhanHui/Chang'an University,1/60
- Research on Failure Mechanisms and Stability Analysis Method of Embankment Supported on Composite Ground Reinforced with Rigid Piles,LiShuai/Tianjin University,0/122
- Numerical Simulation of Centrifuge Model Test on Coupling Characteristics of Bridge Approach,WangLiWei/Southwest Jiaotong University,0/54
- Characteristics Research on Settlement of Dynamic Consolidation Foundation of Unsaturated Soil,LiuRuiFeng/Southwest Jiaotong University,0/155
- Centrifuge Modeling Test and FEM Analysis of Reinforced Slope,LuoSangNiMa/Tsinghua University,0/105
- On Mechanism of Pile-Soil Interaction and Technique of Anti-Sliding,YangMing/Southwest Jiaotong University,12/823
- Study on Deformation Control Methods of Super-Large Foundation Pit in Soft Soil,BaoXuFan/Southwest Jiaotong University,2/776
- Study on Slope Deformation and Interaction between Reinforced Piles and Soils,GaoChangSheng/Nanjing Hydraulic Research Institute,8/823
- Key Technique Research of Reinforced Soil Retaining Wall,HeHuiTuan/Nanjing Hydraulic Research Institute,10/485
- Study on Ground Subsidence Due to Construction of Metro Tunnel with Un-Pumping Construction Method,FuHaiYing/Southwest Jiaotong University,4/1039
- Study on Influence of Slope Cutting to Environment,YaoYuChun/Southwest Jiaotong University,14/665
- Engineering Behaviour of Unconventional Subgrades and Influence on Pavement Responses,JiangZuo/Southwest Jiaotong University,10/552
- Vibratory Compaction and Settlement-Deformation of Loess-high Fill Highway Embankment,JingHongJun/Chang'an University,12/621
- Physical Model Test and Numerical Analysis on the Mechanism of Hydraulic Fracturing of Earth Core Rockfill Dam,FengXiaoYing/Dalian University of Technology,2/453
- Study on Applicability and Technology for Filling Subgrade Using Red-Mudstone and Improved Soil in High-Speed Railway,WangZhiMeng/Southwest Jiaotong University,4/793
- Study on Settlement-Deformation Laws and Calculation Method of High Loess-filled Embankment,ZhangWeiBing/Chang'an University,9/434
- Research on Mechanical Characteristics of Soft Soil under Unloading and Stability of Foundation on Weak Underground,ZhouQiuJuan/Jinan University,2/657
- A Study on the Aseismic Reinforcing Mechanism of Stabilizing Piles in Soil Slope,LiRongJian/Tsinghua University,4/664
- Study on Action Mechanism and Bearing Characteristics of Composite Ground with the Load of Embankment in Soft Loess Area,ChengHaiTao/Chang'an University,2/313
- Ningxia rushed lake soft soil subgrade settlement laws and Treatment Measures,MaHongLin/Northeastern University,1/286
- Study on the Particle Size Effect and Scale Effect in Model Test,LiuFei/Ocean University of China,0/148
- Application Research by RFPA-Centrifuge in Failure Analysis of Geotechnical Engineering,TangLieXian/Northeastern University,3/129
- Study on the Mechanical Behavior and Failure Mechanism for Sheet Pile Wall with Relieving Platform,HuRongHua/China Academy of Railway Sciences,0/31
- Study on the Differential Settlement Characteristic and Controlling Measure of Expressway in Mountain Area,ZhangYongQing/Chang'an University,0/287
- Study on the Differential Settlement and Controlling Technology of Expressway Widening Subgrade,FuZhen/Chang'an University,0/237
- Test Analysis on the Settlement and Deformation of High Filled Embankment,ChenYun/Southwest Jiaotong University,3/275
- The Down Hole Dynamic Compaction Pile Composite Foundation Application Research on Collapsible Loess Ground of Zhengzhou to Xian Passenger Dedicated Railway Line,LiJianBin/Southwest Jiaotong University,3/181
- Centrifuge Model Test on the Soil Nailing High and Steep Loess Slope in Tunnel Myongdong,ShuZhongWen/Southwest Jiaotong University,1/133
- Study on the Stability of High Xigeda-Filled Geogrid Embankment,LiYanMin/Southwest Jiaotong University,1/138
- Experimental Study on Pile Anchor Slab System,YangLiu/Southwest Jiaotong University,3/123
- The Numerical Analysis and Test of Retaining Structure with Two Rows of Piles,YaoXuDong/Southwest Jiaotong University,1/292
- Study on Deep-seated High Liquid Limit Soil Cutting Slope Stability Analysis and Treatment Technology in Mountain Area,XinShuJie/Chongqing Jiaotong University,1/192
- A Stability Analysis About the Slope on Xigeda Stratum of Xinjiu Region of the Highway from Xichang to Panzhihua,WenLiNa/Southwest Jiaotong University,3/195
- On the Stability of Soil Slope by Centrifuge Modeltest,WangYuanXun/Southwest Jiaotong University,8/458
- Mechanism Study on Geogrid Reinforced Embankment,MiaoYingHao/Chang'an University,11/462
- The soil nailing working Traits,XuJiaoYu/China Academy of Building Research Institute,1/194
- Centrifuge Model Test on Ground Settlement Control During Tunnel Excavation in Stratum with Abundant Water,MaLiang/Southwest Jiaotong University,5/326
- Study of Ground Consolidation Settlement Due to Tunnel Excavation with Centrifuge Model Test,LiuQingShu/Southwest Jiaotong University,4/315
- Ballastless board structure and pile foundation pile network centrifuge model tests,ChenZuo/Southwest Jiaotong University,4/234
- Experimental Study on Pre-Stressed Anchor Sheet Pile Retaining Wall of Kun Luo Road,QianLiPing/Southwest Jiaotong University,2/194
- Study of Soil Arching Effects of Sheet-pile Wall and Appropriate Space between Piles,WangGuangJun/Southwest Jiaotong University,3/363
- Study on Migration Behavior of LNAPLs in Soils,XingWeiWei/Tsinghua University,5/299
- Based on ANSYS finite element analysis of reinforced earth retaining wall,WangJiaYun/Chang'an University,7/630
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