About 7471 item dissertation in line with Geotechnical Engineering query results,the following is 1 to 50(Search took 0.05 seconds)

  1. Model Test and Numerical Simulation Research on Bearing Capacity Characteristics and Failure Modes of Underreamed Ground Anchor,GuoGang/China Metallurgical Group Architectural Research Institute,0/9
  2. Research on Analysis Method of Single Pile under Lateral Load,ZhangHong/Harbin Institute of Technology,0/38
  3. Research on Deformation and Bearing Capacity of Single Pile under Vertical Load in Permafrost Region,SunYuYang/Harbin Institute of Technology,0/50
  4. Study on Bearing Behavior of Composite Foundation of Compacted Cement-soil Pile,WeiWei/Harbin Institute of Technology,1/0
  5. A e-p Curve Model for Soil Compression Process and its Engineering Applications,ZhouChi/Hunan University,0/38
  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. The Interaction of Loess Area Caisson Wall and Soil,ZhaoQiLe/Xi'an University of Architecture and Technology,0/11
  9. Reliability Analysis of the Rearing Capacity of Prestressed Pipe Pile (PHC) Foundation,SunDongKun/Hebei University of Technology,0/14
  10. Mechanism Research of Geogrid-reinforced Retaining Wallsubjected to Load from Strip Foundation at the Top Surface of Wall,ChenZuoZuo/Hebei University of Technology,0/4
  11. Study on Lateral Affecting Range of Recently Reclaimed Soft Clay Foundation Improved by Vacuum Preloading,ZhaoYangYang/Tianjin University,0/4
  12. Analysis of Stress Deformation of Pile Anchor Supporting Applied in China Satellite Building Foundation Pit Engineering,TianGuiZhong/Liaoning Technical University,0/4
  13. The Research on Plugging Effect of PHC Statically-Pressured Pipe Pile,GeTeng/Shenyang University of construction,0/10
  14. Experimental and Theoretic Study on Electro-osmosis Drainage and Consolidation of Soft Clay,JiaoJun/Shenyang University of construction,0/17
  15. Study on Ultimate Bearing Capacity of Large Diameter Bucket Foundation in Soft Clay,WangLei/Tianjin University,0/3
  16. Numerical Study of Failure Mode of Pile Foundation for Offshore Wind Turbines,WangJunLing/Tianjin University,0/3
  17. The Experimental Study of Diaphragm Wall Panel Trench by Micro-voltage Method,SunBing/Tianjin University,0/4
  18. The Study of the Interaction between Anchor Chain and the Foundation,WuYunZhou/Tianjin University,0/4
  19. Experimental Study on Vertical Bearing Mechanism of Screw Pile,WangDaZuo/Tianjin University,0/4
  20. Double-row Piles-anchor Cable Composite Supporting Structure in Soft Soil Foundation Application and Numerical Simulation Analysis,WangFei/Liaoning Technical University,0/14
  21. Application of Spectrum Analysis of Ultrasonic Testing in Pile,ZhuZheng/Huazhong University of Science and Technology,0/11
  22. Research on the Torsional-shear Method Applied to Dynamic Pile Testing,LiJiaZuo/Huazhong University of Science and Technology,0/7
  23. Earth Pressure Calculation and Section Optimization Design of Retaining Wall Based on Swarm Intelligence Algorithms,XiaoZhongYang/Hunan University,0/25
  24. Nonlinear Analysis of Settlement Calculation of Pile Foundation in Layered Soil,LiuSu/Hunan University,0/15
  25. Research on Working Properties of Composite Foundation with and without Lateral Constrain under Cycle Loading,XiaoJiaXing/Hunan University,0/18
  26. Research on the Internal Forces Calculation of Cantilever Piles Considering Pile-soil Interaction,LiWen/Hunan University,0/15
  27. Numerical Simulation Research on Prolongation Duncan-chang Model of Marine Soft Soil,ZhengChunZuo/Huaqiao University,0/2
  28. Improvement for Prediction to Loading-displacement Curve of Single Pile and Implement with Matlab/Gui,OuYangMing/Zhejiang University of Technology,0/4
  29. The Study on Efficiencies of Single Row Piles Bearing Lateral Loads,ShiJiSen/Zhejiang University of Technology,0/12
  30. Experimental Research and Numerical Simulation on Moisture Migration of Unsaturated Loess under Unidirectional Freeze,GaoYuan/Xi'an University of Architecture and Technology,0/19
  31. Study on Mechanism of Silicified Double Solution Grouting Reinforcement in Silty Sand Layer and Engineering Application,HeBo/Xi'an University of Architecture and Technology,0/36
  32. Experimental Researches on Suction Strength of Unsaturated Remolded Loess,LiYanLong/Xi'an University of Architecture and Technology,0/8
  33. Research on the Work Character of CFG Pile Composite Foundation,ZhangJing/Xi'an University of Architecture and Technology,0/17
  34. The Reinforcement Mechanism and Characteristics of the Fine Sand Reinforced through Composite Chemical Grouting,ZhangTao/Xi'an University of Architecture and Technology,0/19
  35. Research on Pile Bearing Capacity under Lateral Loads in Layered Loess Foundation,ZhangXiaoHui/Xi'an University of Architecture and Technology,0/7
  36. The Consolidation Mechanism and Applied Studies on Sddc and Multi-pile Composite Foundation,SunQingJuan/Xi'an University of Architecture and Technology,0/25
  37. The Study about of Belled Pier Found on Deformation Odulus of Bearing Stratum,ZhouLinHua/Xi'an University of Architecture and Technology,0/9
  38. Box Foundation Work Character Analysis of Loess Foundation,LiuTianYuan/Xi'an University of Architecture and Technology,0/4
  39. Study on Working Behavior of Inclined Micro-piles under Lateral Load,HuaPeng/Hefei University of Technology,0/18
  40. Study on the Test and the Load-bearing Characteristics of Half-screw Pile,XuLiang/Hefei University of Technology,0/55
  41. The Soil Stability Analysis of Soft Soil Slope Toe Excavation,LuoPeng/Hefei University of Technology,0/30
  42. Numerical Simulation of the Pile-soil Interaction and Bearing Capacity of Single Pile,ZhangShaoHui/Hefei University of Technology,0/26
  43. Moisture Migration of Expansive Soil and Lime-treated Expansive Clay in the Xinqiao Airport Area of Hefei,GeSong/Hefei University of Technology,0/53
  44. Research on Rheological Consolidation of Soft Clavev Soils in Dual Scale,MaBoNing/Zhejiang University,0/19
  45. Theoretical Study on Stabilization of Marine Soft Clay in Hangzhou,LiXueGang/Zhejiang University,0/61
  46. Dynamlc Response and Long-term Settlement of Soft Foundation under Traffic Load,SunBo/Zhejiang University,0/74
  47. Investigation of Improved Fictitious Soil Pile Method and its Application in Longitudinal Vibration Problems of Piles with Nonconstant Cross Sections,WangNing/Zhejiang University,0/28
  48. Study on Behaviour and Application of Cast in Situ Concrete Large Diameter Tubular Piles,YangDong/Zhejiang University,0/24
  49. Experimental Research on Treatmenttechnology and Stability of Collapsible Loess High Embankment Foundation,MeiYuan/Xi'an University of Architecture and Technology,0/122
  50. Research on Man-excavated Pile Bearing Characteristics under Different Infiltration Conditions,QinJian/Chang'an University,0/6

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