TU470,The foundation and basis for the theory and computational

About 458 item dissertation in line with TU470,The foundation and basis for the theory and computational query results,the following is 1 to 50(Search took 0.057 seconds)

Multivariate Regression Analysis on Influencing Factors of the Building Bearing Capacity of Foundation in Hebei Province,LuYongHao/Shijiazhuang University of Economics,0/6
Research on the Dynamic Response of Multilayered Elastic and Saturated Poroviscoelastic Media,WangXinYu/Tsinghua University,0/1
Analysis of Stress Deformation of Pile Anchor Supporting Applied in China Satellite Building Foundation Pit Engineering,TianGuiZhong/Liaoning Technical University,0/4
Study on Ultimate Bearing Capacity of Large Diameter Bucket Foundation in Soft Clay,WangLei/Tianjin University,0/3
Long-Short Piles Composite Foundation Stress and Settlement Analysis,BaiXiaoXiao/Hebei University of Engineering,0/3
Foundation Pit Support of Pile Anchor and Numerical Simulation Analysis,GuoZongBin/Hebei University of Engineering,0/2
The Characters of Group Excavation and the Analysis of the Interaction Based on HSS Model,ChengYuGuo/Huaqiao University,0/2
Based on FLAC3D Software Three-dimensional Numerical Simulation Analysis on Pit Supporting,ZhangDeYan/Liaoning Normal University,0/89
Research on Load-bearing and Deformation Characters of Composite Foundation with Rammed Soil-cement Pile in Collapsible Loess Regions,ZuoChengZuo/Xi'an University of Architecture and Technology,0/14
Research on the Work Character of CFG Pile Composite Foundation,ZhangJing/Xi'an University of Architecture and Technology,0/17
Analysis and Research on Interaction of Foun-Dation-ground and Superstructure of a Plaza Building,CaiFengSheng/Zhejiang University,0/14
Numerical Analysis on Behavior of Geogrid-reinforced and Pile-supported Composite Foundation,ZhaoFan/Zhejiang University,0/12
Settlement Calculation Studv of the Tubular Pile-net Composite Foundation,LiuHongKai/Zhejiang University,0/8
Engineering Characters of Miscellaneous Fill and Stability Analvsis of Foundation Pit Slope,ShiYanFeng/Hainan University,0/15
Design Optimization of Strip Foundation Pit Retaining Structure under Asymmetric Load,CuiWeiJiu/Jinan University,0/10
Simplified Finite Element Analysis of Pile-raft Foundation and Calculation Program Development,YangTao/Central South University,0/24
(A Comparative Study on the Working Properties of Pile-Raft Composite Foundation and Pile-Raft Composite Structure),JieJianChao/Central South University,0/32
Numerical Simulation of Excavation and Support,ZhangTao/Hefei University of Technology,0/32
Study on Reinforcement Mechanism and Safety Analysis Method of Reinforced Soil Slopes,WangLiPing/Tsinghua University,0/40
Calculation Method of Bearing Capacity Design of Composite Foundation with Capped Rigid Pile,WuYanQuan/Hunan University,0/30
Geotechnical Engineering Analysis and Evaluation on Building Foundation on Beihai Sandbank Sedimentary Strata,ZhongHongMing/Ocean University of China,0/2
Settlement Method for Calculating Pile-soil Stress Radio of Rigid Pile Composite Foundation,PengLi/Hunan University,0/38
Calculation Method and Experimental Study of Water and Earth Pressure of Foundation Pit,HuoRan/Hunan University,0/43
Pore Pressure Response in Soil Around Excavation Sibjected to Water Level Fluctuation,NieWenFeng/Zhejiang University,0/8
Forecast Final Foundation Settlement of Deep Backfill Soil Based on Construction Settlement Observation Values,CaoQiang/Inner Mongolia University of Science and Technology,0/7
On Ultimate Bearing Capacity of Jack-up with Square Spudcan and Application to Structure Investigation Against Punch-through,ZhangAiXia/Dalian University of Technology,0/54
Study on Analysis Methods and Application about Stability of Deep Excavation with Pile-Anchor Structure,YuHong/Nanjing University of Technology and Engineering,0/9
Study on Influences of Foundation Pit Excavation and Precipitation on Stresses in Support Structure and Land Deformations,XiangXingHua/Taiyuan University of Technology,0/112
The Significance of the Research on Adoption Displacement Vector Angle to Predict Instability of Foundation Pit with Soil Nailing,LiuTianYu/Qingdao Technological University,0/1
Study on Support Structure of Excavations—in Haining Region,LiXiangQi/Zhejiang University,0/21
Research on the IMPact of Ring Beam Foundation Pit Excavation on Retaining Structure and Surrounding Environment,WangRuiZuo/Tianjin Chengjian University,0/7
Simulation analysis of soft soil foundation pile anchor combination structure field test study and numerical,MaBinBin/Nanjing University of Technology and Engineering,0/21
Research on Combined Retaining Structure with Anti-lateral Pier in Large Excavation Engineering,QiuLi/Zhejiang University,0/26
Study on Consolidation Theory for Vertical Drains with Exponential Flow,LiFeiFei/Zhejiang University,0/25
Stress and Failure Mechanism Analysis on the Composite Foundation Reinforced by Rigid Piles Under Flexible Foundation,ZhangJiaLin/Zhejiang University,0/19
Research on Load-bearing Characteristics of Cement-flyash-gravel Composite Foundation,PanHongZuo/Ningxia University,0/2
The Force Analysic of Frame Structure of Isometric Column Grid in Uneven Settlement of Foundation,DingBaoFen/Chang'an University,0/9
Study on the Influence of Deep Foundation Pit Excavation on Soil Deformation,CaoWeiWei/Hebei University of Technology,0/8
Elastic-Plastic Dynamic Analysis(EPDA)of Interaction of Unsaturated Elastic Semi-space Soil Foundation and Structure,HuJing/Wuhan University of Technology,0/34
Influence of the Superstructure and Foundation Interaction on the Elastic Foundation Beam,BaoXueSong/Beijing Construction Engineering College,0/78
Drainage Analysis of Deformation and Internal Force of Pile Foundation,ChiYueZuo/Chinese Geology University (Beijing),0/19
Study on the Mechanical Characteristics of Composite Foundation with Large-Diameter Plain Concrete Piles in Cheng Du,WangLiJuan/Southwest Jiaotong University,0/16
Study on Ground Penetrating Radar for Monitoring the Integrity of Piles Composite Foundation,ZhangMeng/Hunan University,0/32
Analysis of Bearing Capacity for Sloping Foundation and Inhomogeneous Foundation,XieTao/Construction Industry Institute,0/45
A Study about the Working Mechanism and Deformation Characteristics of Pile-Net Composite Foundation Under the Embankment,WangFuJiang/Southwest Jiaotong University,0/22
Numerical Analysis of Composite Soil-nailing of Deep Excavation Dynamic Response under Moving Load,XuTian/Lanzhou University,0/14
The Rigid Pile Composite Foundation Settlement Characteristics Analysis and Research,LiuXiang/Chang'an University,0/20
Feasibility Study on Piles of Mining Subsidence area to Infrastructure Industrial Park,WangWen/Construction Industry Institute,0/21
Numerical Analysis and Applied Research on the Artificial Hard Shell Foundation under Low Loads,GaoYuan/Shenyang University of construction,0/30
Meso-scale Analysis of Mechanical and Deformation Behaviour of Rigid Pile Composite Foundation,DongYouKou/Huazhong University of Science and Technology,0/34