TU473,Pile foundation and deep foundation

About 2064 item dissertation in line with TU473,Pile foundation and deep foundation query results,the following is 1 to 50(Search took 0.052 seconds)

Research on Pile Foundation Defect Detection Technology Based on Wavelet and Support Vector Machine,KangWeiXin/Harbin Institute of Technology,0/60
The Designing and Numerical Simulation of Steel Sheet Pile Supporting Structure for Foundation Pit,HouJun/Nanjing University,0/23
Research on Analysis Method of Single Pile under Lateral Load,ZhangHong/Harbin Institute of Technology,0/38
Research on Deformation and Bearing Capacity of Single Pile under Vertical Load in Permafrost Region,SunYuYang/Harbin Institute of Technology,0/50
Research on the Inner Forces Calculation of Pile-anchor Retaining Structure and Its Applications in Foundation Pit Engineering,ChenJiuYing/Hunan University,0/28
Study on Design Method and Mechanism of the Wall-pile-anchor Per-manent Retaining Structure for the Seismic Isolated Foundation Pit,ZhangHuaiWen/Beijing,0/4
Stability Analysis on Deep Foundation Ditch of Pile Anchor Support Structure,KongLingBo/Shenyang University of construction,0/25
Reliability Analysis of the Rearing Capacity of Prestressed Pipe Pile (PHC) Foundation,SunDongKun/Hebei University of Technology,0/14
Dynamic Analysis of Prestress Uplift Pile,DuZhiChao/Hebei University of Technology,0/13
Model Test Studies and Numerical Analyses of the Vertical Bearing Behavior of Bored Piles and Pile Groups with Breakage Defects,SuJuan/Tianjin University,0/2
Experimented Research on Seismic Performance of PHC Pipe Pile and Analysis of Bearing Capacity,GaoAn/Tianjin University,0/0
Analysis of Stress Performance of Pre-stressed High-strength Concrete(PHC)Pipe Piles in Liaoshen Region,CuiDongDong/Shenyang University of construction,0/22
The Research on Plugging Effect of PHC Statically-Pressured Pipe Pile,GeTeng/Shenyang University of construction,0/10
The Application of Gray Theory and AHP in the Pile Quality Assessment,XuHongYe/Nanhua University,0/2
Numerical Study of Failure Mode of Pile Foundation for Offshore Wind Turbines,WangJunLing/Tianjin University,0/3
Experimental Studies and Numerical Analyses of the Pile-Soil Interface Property and its Effects on the Vertical Bearing Behavior of Bored Piles,ZhanChuan/Tianjin University,0/4
Analysis on Excessive Deformation during Deep Foundation Excavation in Soft Soil Area,LuoYangYang/Tianjin University,0/4
A Three-Dimensional Nonlinear Numerical Simulation of the Vertical Working Behavior of Pile Foundations with Defective Piles,LeiFengHao/Tianjin University,0/0
A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
Experimental Researches and Numerical Analyses of Vertical Bearing Behavior of Bored Pile Foundations Including Defective Piles with Stem Enlargement or Shrinkage,ZhangMeiNa/Tianjin University,0/3
Research on Calculation Methods for the Cellular-bulkhead Structure,GuoFuLin/Tianjin University,0/3
Experimental Study on Vertical Bearing Mechanism of Screw Pile,WangDaZuo/Tianjin University,0/4
Study on Testing of Large Diameter End-Bearing Piles and Reinforcement in Mountain and Karst Area,HuXinFa/Central South University,0/30
Application of Spectrum Analysis of Ultrasonic Testing in Pile,ZhuZheng/Huazhong University of Science and Technology,0/11
Research on the Torsional-shear Method Applied to Dynamic Pile Testing,LiJiaZuo/Huazhong University of Science and Technology,0/7
Study on Spatial Effect of Pile-anchor Supported System in Deep Foundation Pit,ZhangWeiYuan/Hebei University of Engineering,0/2
Study of Optimization Design on Supporting Structure of Deep Foundation Pit in Handan,LiNing/Hebei University of Engineering,0/6
GTS Simulation and Comparative Analysis of the Ultra-deep Foundation Pile Anchor Retaining Structure,LuoMeiHua/Hebei University of Engineering,0/4
Research on Pile Integrity Detection Method Based on Distributed Optical Fiber,CaoXueZuo/Huazhong University of Science and Technology,0/6
Research on Design of Supporting Structure for Soft Soil Deep Foundation Excavation,ZhangHuiKun/Zhejiang University of Technology,0/16
Calculation of Horizontal Displacement of the Excavation with Soil Nailing,YangXu/Ningxia University,0/59
Nonlinear Analysis of Settlement Calculation of Pile Foundation in Layered Soil,LiuSu/Hunan University,0/15
Research on the Internal Forces Calculation of Cantilever Piles Considering Pile-soil Interaction,LiWen/Hunan University,0/15
Improvement for Prediction to Loading-displacement Curve of Single Pile and Implement with Matlab/Gui,OuYangMing/Zhejiang University of Technology,0/4
The Study on Efficiencies of Single Row Piles Bearing Lateral Loads,ShiJiSen/Zhejiang University of Technology,0/12
Study on Bearing Capacity Behavior of Branch Pile in Different Soil,ZhongGuoChao/Zhejiang University of Technology,0/3
Experimental Study on Bearing Capacity of Disk Pile Group under Uplift Load,YanJianHua/Zhejiang University of Technology,0/7
To Assess on Dynamic Property with Drainage of a Pile in a Saturated Soil by Bem of Green's Functions,TongXiaoGang/Zhejiang University of Technology,0/4
Finite Element Analysis on Flexural Behavior of RC Beams Strengthened,WuDan/,0/18
Researches on Load-bearing Characteristics and Engineering Esting of Pile afeter Compaction in Loessial Area,WangJian/Xi'an University of Architecture and Technology,0/9
Application Research of PHC Pipe Pile in Collapsible Loess,XuFeng/Xi'an University of Architecture and Technology,0/8
Research on Pile Bearing Capacity under Lateral Loads in Layered Loess Foundation,ZhangXiaoHui/Xi'an University of Architecture and Technology,0/7
The Study about of Belled Pier Found on Deformation Odulus of Bearing Stratum,ZhouLinHua/Xi'an University of Architecture and Technology,0/9
The Research on Shear Performance of Pre-stressed Concrete Pipe Pile,ChenKai/Hefei University of Technology,0/20
The Research of Pile Responses Due to Tunnelling,LiTongYu/Hefei University of Technology,0/26
Study on Working Behavior of Inclined Micro-piles under Lateral Load,HuaPeng/Hefei University of Technology,0/18
Study on the Test and the Load-bearing Characteristics of Half-screw Pile,XuLiang/Hefei University of Technology,0/55
The Research on Flexural Performance of Pre-stressed Concrete Pipe Pile,LiuXiaoLe/Hefei University of Technology,0/58
Analysis of Bearing Capacity of Assembly Type Permeable Cone-shaped Pile,HuangXing/Hefei University of Technology,0/5
The Study on the Mechanism of the Retainning Structure with Double-row Piles in Deep Foundation Pit,FanNingYang/Changsha University of Science and Technology,0/39