Dissertation 

About 47 item dissertation in line with Pile spacing query results,the following is 1 to 50(Search took 0.024 seconds)

  1. Stress and Failure Mechanism Analysis on the Composite Foundation Reinforced by Rigid Piles Under Flexible Foundation,ZhangJiaLin/Zhejiang University,0/19
  2. Study on the application and monitoring analysis of pile side grouting technology in foundation pit,HuXiangCou/Zhejiang University of Technology,0/14
  3. Analysis and Treatment of Landside Accident in Sigou Tunnel Exit,WangZuo/Huazhong University of Science and Technology,0/5
  4. Anti-slide Pile Optimization Design by the Change of Pile Spacing,HuiMingXing/Wuhan University of Technology,0/12
  5. Ye Jiapo Landslide Treatment Design and the Study of Critical Pile Spacing,WangPeng/Chang'an University,0/8
  6. Particle Flow Simulation of Foundation Pit Rataining Pile,LiMingMing/Tianjin University,0/130
  7. Design and the Force Analysis of the Anti-slide Pile Slope Rreatment,ZhangDongDong/Nanchang University,0/51
  8. Numerical Simulation Studies on Soil Arching Effect on Anti-sliding Piles,HouQingHong/Chongqing University,0/123
  9. Deep Research on Soil Arching Effect and Critical Pile Spacing between Anti-slide Piles Reinforced Landslide,WangShuZhou/Nanjing University,1/163
  10. Numeric Analysis on Structure of High-pile Wharf with Large Pile Spacing after the Impoundment of Three Gorges Reservoir,LiuYing/Chongqing Jiaotong University,0/0
  11. Research on Structure Design of Tubular Pile Composite Foundation under the Embankment,LiJun/Zhejiang University,0/53
  12. Study on Slope Deformation and Interaction between Reinforced Piles and Soils,GaoChangSheng/Nanjing Hydraulic Research Institute,8/823
  13. Research on Instability Mechanism and Controlling Techniques for Cutting High Slope in Disintegration Rock Mass,CaoXingSong/Southwest Jiaotong University,8/751
  14. Study on Designing and Computing Theory of New Pattern Pile-Anchor Structures,LiuXiaoLi/Southwest Jiaotong University,151/1489
  15. Experimental and Theoretical Studies on Consolidation Behavior of Piled Embankment System over Soft Soils,XuZhengZhong/Zhejiang University,12/231
  16. Theoretical and Experimental Researches of Design and Calculation for Anti-slide Pile with Prestressed Cable,XiaoShuJun/Hunan University,7/631
  17. The Reliability Analysis of Slope and Their Reinforced with Anti-slide Piles,WuKunMing/Hefei University of Technology,0/220
  18. Study on the Behavior of Double-Row Piles,ShiHaiYing/Zhejiang University,0/304
  19. Slide-resistant Pile Design and Landslide Government Finite Element Analysis,ShenJun/Taiyuan University of Technology,4/484
  20. Soil-Arch Effection Located Behind Pile is Researched and Applied in the Supporting Structure of the Anti-Sliding Pile,SongBaoQiang/Chengdu University of Technology,2/303
  21. The plane double row Anchorage Pile behavior analysis and design studies,LiuYing/Guizhou University,2/140
  22. Study on Computing Method and Application in Project of Piles with Anchor Cables,YuanLei/Southwest Jiaotong University,3/263
  23. The Study on Computing Method and Application in Project of Multi-Row Anti-Slide Piles,HuangXinWen/Southwest Jiaotong University,9/322
  24. The Optimization Study of the Pile Spacing for the Bridge Pile Foundation,WeiFang/Beijing Jiaotong University,1/186
  25. The Study of Landslide Stability and Optimization for Anti-sliding Piles Based on ABAQUS,MengChunLing/Xi'an University of Architecture and Technology,3/917
  26. FEM Analysis and Examination Study on Pit Retained Pile when Space between Changing,YuanHaiFeng/Tianjin University,4/172
  27. Analysis and Simulation of Soil Arching Effects on Anti-slide Piles,ZhengXueZuo/Hohai University,5/488
  28. Pile retaining structure of soil arching effect,YeYongFeng/Zhengzhou University,7/329
  29. Study of the Design Method of Slope Reinforced with Anti-sliding Piles Considering Pile-Soil Interaction,XiaYongCheng/Dalian University of Technology,9/420
  30. Effect of Pile Spaceing on the Performance of PCC Pile Composite Foundation,DaiMin/Hohai University,3/226
  31. Numerical Simulation Studies on the Sustentation Structure of Anti-Sliding Piles,ZhengZuoYan/Wuhan University of Technology,9/595
  32. A Study on the Deformation Performance of h Type Slide-Resistant Pile,ZhaoHaiLing/Sichuan University,9/171
  33. Research on the Proper Method in Settlement of Passive Pile’s Pile Spacing and the Study on Infinite Slices Method,LuKunLin/Xi'an University of Architecture and Technology,3/141
  34. Optimal Design of Anti-slide Pile and Finite Element Analysis of Landslide Prevention,ZhuShaoRong/China University of Geosciences,14/823
  35. Study on Tests of Sunken Piles and Their Mechanism,WuHanHui/Chongqing University,13/379
  36. Prestressed stabilizing piles Analysis and Optimization Design,YangBo/Guizhou University,1/189
  37. Based on deformation of prestressed anchor piles coordinated design calculation method,MaoMingZhang/Chongqing Jiaotong University,1/140
  38. The Research on the Mechanism of the Pre-Stressed Anchor Pile,ChengJunYong/Southwest Jiaotong University,3/89
  39. Studies on Pile-soil Interactions and Soil Arching Effect in Composite Supporting Structure of Foundation Ditch,GuanYuKun/Beijing University of Technology,3/227
  40. Research to Braring Load and Settlement of Cement Mixing Pile under Highway Embankment,YangHua/East China Jiaotong University,0/153
  41. The Model Test and the Design Method’s Study of Coupling Anti-Slide Pile,XuDian/East China Jiaotong University,2/103
  42. Chengdu Foundation with piles of pile spacing limit,XiaXiaoYong/Southwest Jiaotong University,2/144
  43. Optimization Design Study for Deep Foundation Pit Support of Hui Long Guan East Street Metro Station in Beijin,WenHan/Jilin University,1/152
  44. The Research of the Influence of Pile Distance on Ice Load and the Exploration of Numerical Simulation,WangChunJing/Tianjin University,1/43
  45. Research of the Interaction Between Landslide and Pile-anchor Structure,XuSheng/Chengdu University of Technology,0/39
  46. Mechanism Analysis and Application of Resistant-pile in Engineering,ZhouWenQuan/Central South University of Forestry Science and Technology,0/89
  47. The Parameter of Displacement Vector Angle and Its Using in Optimization Design on the Administering Works of Debris Slope,LiJing/Qingdao Technological University,0/37

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