Dissertation 

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)

  1. Research on Pile Foundation Defect Detection Technology Based on Wavelet and Support Vector Machine,KangWeiXin/Harbin Institute of Technology,0/60
  2. The Designing and Numerical Simulation of Steel Sheet Pile Supporting Structure for Foundation Pit,HouJun/Nanjing University,0/23
  3. Research on Analysis Method of Single Pile under Lateral Load,ZhangHong/Harbin Institute of Technology,0/38
  4. Research on Deformation and Bearing Capacity of Single Pile under Vertical Load in Permafrost Region,SunYuYang/Harbin Institute of Technology,0/50
  5. Research on the Inner Forces Calculation of Pile-anchor Retaining Structure and Its Applications in Foundation Pit Engineering,ChenJiuYing/Hunan University,0/28
  6. 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
  7. Stability Analysis on Deep Foundation Ditch of Pile Anchor Support Structure,KongLingBo/Shenyang University of construction,0/25
  8. Reliability Analysis of the Rearing Capacity of Prestressed Pipe Pile (PHC) Foundation,SunDongKun/Hebei University of Technology,0/14
  9. Dynamic Analysis of Prestress Uplift Pile,DuZhiChao/Hebei University of Technology,0/13
  10. 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
  11. Experimented Research on Seismic Performance of PHC Pipe Pile and Analysis of Bearing Capacity,GaoAn/Tianjin University,0/0
  12. Analysis of Stress Performance of Pre-stressed High-strength Concrete(PHC)Pipe Piles in Liaoshen Region,CuiDongDong/Shenyang University of construction,0/22
  13. The Research on Plugging Effect of PHC Statically-Pressured Pipe Pile,GeTeng/Shenyang University of construction,0/10
  14. The Application of Gray Theory and AHP in the Pile Quality Assessment,XuHongYe/Nanhua University,0/2
  15. Numerical Study of Failure Mode of Pile Foundation for Offshore Wind Turbines,WangJunLing/Tianjin University,0/3
  16. 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
  17. Analysis on Excessive Deformation during Deep Foundation Excavation in Soft Soil Area,LuoYangYang/Tianjin University,0/4
  18. A Three-Dimensional Nonlinear Numerical Simulation of the Vertical Working Behavior of Pile Foundations with Defective Piles,LeiFengHao/Tianjin University,0/0
  19. A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
  20. 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
  21. Research on Calculation Methods for the Cellular-bulkhead Structure,GuoFuLin/Tianjin University,0/3
  22. Experimental Study on Vertical Bearing Mechanism of Screw Pile,WangDaZuo/Tianjin University,0/4
  23. Study on Testing of Large Diameter End-Bearing Piles and Reinforcement in Mountain and Karst Area,HuXinFa/Central South University,0/30
  24. Application of Spectrum Analysis of Ultrasonic Testing in Pile,ZhuZheng/Huazhong University of Science and Technology,0/11
  25. Research on the Torsional-shear Method Applied to Dynamic Pile Testing,LiJiaZuo/Huazhong University of Science and Technology,0/7
  26. Study on Spatial Effect of Pile-anchor Supported System in Deep Foundation Pit,ZhangWeiYuan/Hebei University of Engineering,0/2
  27. Study of Optimization Design on Supporting Structure of Deep Foundation Pit in Handan,LiNing/Hebei University of Engineering,0/6
  28. GTS Simulation and Comparative Analysis of the Ultra-deep Foundation Pile Anchor Retaining Structure,LuoMeiHua/Hebei University of Engineering,0/4
  29. Research on Pile Integrity Detection Method Based on Distributed Optical Fiber,CaoXueZuo/Huazhong University of Science and Technology,0/6
  30. Research on Design of Supporting Structure for Soft Soil Deep Foundation Excavation,ZhangHuiKun/Zhejiang University of Technology,0/16
  31. Calculation of Horizontal Displacement of the Excavation with Soil Nailing,YangXu/Ningxia University,0/59
  32. Nonlinear Analysis of Settlement Calculation of Pile Foundation in Layered Soil,LiuSu/Hunan University,0/15
  33. Research on the Internal Forces Calculation of Cantilever Piles Considering Pile-soil Interaction,LiWen/Hunan University,0/15
  34. Improvement for Prediction to Loading-displacement Curve of Single Pile and Implement with Matlab/Gui,OuYangMing/Zhejiang University of Technology,0/4
  35. The Study on Efficiencies of Single Row Piles Bearing Lateral Loads,ShiJiSen/Zhejiang University of Technology,0/12
  36. Study on Bearing Capacity Behavior of Branch Pile in Different Soil,ZhongGuoChao/Zhejiang University of Technology,0/3
  37. Experimental Study on Bearing Capacity of Disk Pile Group under Uplift Load,YanJianHua/Zhejiang University of Technology,0/7
  38. 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
  39. Finite Element Analysis on Flexural Behavior of RC Beams Strengthened,WuDan/,0/18
  40. 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
  41. Application Research of PHC Pipe Pile in Collapsible Loess,XuFeng/Xi'an University of Architecture and Technology,0/8
  42. Research on Pile Bearing Capacity under Lateral Loads in Layered Loess Foundation,ZhangXiaoHui/Xi'an University of Architecture and Technology,0/7
  43. The Study about of Belled Pier Found on Deformation Odulus of Bearing Stratum,ZhouLinHua/Xi'an University of Architecture and Technology,0/9
  44. The Research on Shear Performance of Pre-stressed Concrete Pipe Pile,ChenKai/Hefei University of Technology,0/20
  45. The Research of Pile Responses Due to Tunnelling,LiTongYu/Hefei University of Technology,0/26
  46. Study on Working Behavior of Inclined Micro-piles under Lateral Load,HuaPeng/Hefei University of Technology,0/18
  47. Study on the Test and the Load-bearing Characteristics of Half-screw Pile,XuLiang/Hefei University of Technology,0/55
  48. The Research on Flexural Performance of Pre-stressed Concrete Pipe Pile,LiuXiaoLe/Hefei University of Technology,0/58
  49. Analysis of Bearing Capacity of Assembly Type Permeable Cone-shaped Pile,HuangXing/Hefei University of Technology,0/5
  50. 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

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