Dissertation　

About 87 item dissertation in line with arching effect query results,the following is 1 to 50(Search took 0.063 seconds)

  1. 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
  2. Settlement Calculation Studv of the Tubular Pile-net Composite Foundation,LiuHongKai/Zhejiang University,0/8
  3. Research on Mechanism and Mechanical Behavior of Prestressed Anchor Flexible Supporting System,TuBingXiong/Dalian University of Technology,0/71
  4. Soil Arching Effect and the Support Design Research of Micro Pile in Slope Reinforcement,ZhenXiCui/Xi'an University of Science and Technology,0/54
  5. The Analysis of Soil Arching Effect of Pile-supported Embankment by Particle Flow Code,WanShaoJin/Yangzhou University,0/34
  6. Ye Jiapo Landslide Treatment Design and the Study of Critical Pile Spacing,WangPeng/Chang'an University,0/8
  7. Yunnan mine crushing station of slope stability analysis and treatment measures,ZhaoZheng/Kunming University of Science and Technology,0/4
  8. Application of Pile-anchor Supporting System for the Deep Foundation Pit,QinYanZuo/Agricultural University of Hebei,1/167
  9. A Study about the Working Mechanism and Deformation Characteristics of Pile-Net Composite Foundation Under the Embankment,WangFuJiang/Southwest Jiaotong University,0/22
  10. Operating Principle Analysis of Composite Structure with Scattered Piles and Soil Nailing,WangXiaoJie/Chinese Geology University (Beijing),0/16
  11. Research of the Applying about UHTCC Composite Material in Capped-pile Supported Embankment,ShenWei/Zhejiang University,0/25
  12. Study on Soil Nail Forces and Deformation Based on Soil Arching Effect,YangMengMeng/Guangzhou University,1/38
  13. Based on Soil Arching Effect of Inner-force and Displacement Calculation Method of the Portal Double Row Piles and Test,JiangLuoCheng/Hunan University,0/88
  14. Model Test Research on Pulling-out Failure Mode of Fully-embedded Anti-slide Pile,QiuPeng/Chongqing University,0/53
  15. Mechanical Behavior Analysis of Anti-sliding Pile and Gravity Retaining Wall Joint Supporting Structure,ZengXinPing/Hunan University,0/71
  16. Study on the Design of Retaining Structure with Double-row Piles Considering the Soil Arching Effect and Its Engineering Application,XieXie/Hunan University,0/92
  17. Study on Three-dimensional Soil Arching Effect of Pre-stressed Anchor Pile,LiChengFang/Chongqing University,0/83
  18. Numerical Simulation Studies on Soil Arching Effect on Anti-sliding Piles,HouQingHong/Chongqing University,0/123
  19. Analysis and Application for Silo Storage Pressure,ZhaoSong/Wuhan University of Technology,0/60
  20. Bearing Characteristic Research about the Bank Connecting Structure of the Blind Sheet Pile,ChengLie/Chongqing Jiaotong University,0/2
  21. Soil Pressure Calculation and Optimum Design of the Covered Type of Sheet Pile Wharf,GaoYaWei/Changsha University of Science and Technology,0/64
  22. The Research of Soil Arching Effect in Pile-Net Supported Embankments,HuRunZhong/Southwest Jiaotong University,0/44
  23. Study on Pile-soil Contact Effect of Anti-sliding Piles in Swelling Soft Rock Landslide of Wangqing-yanji Highway,XuPeng/Jilin University,0/34
  24. The Analysis of Soil Arching Effect in the Pile-supported Embankment,WangJunJun/Yangzhou University,0/59
  25. Behaviors Analysis of Composite Ground under Flexible Foundation,HuZeng/Hunan University,0/59
  26. Study on the Mechanical Behavior and Design Method of Highway Loess Dam-like Embankment,XuShiQiang/Chang'an University,0/57
  27. Experimental Study of the Mechanical Properties of Concrete under Different Strain Rates,ZhangYuMin/Beijing University of Technology,0/384
  28. Stability Analysis of Pile-Slope System Using Shear Strength Reduction Finite Element Method,LiDongChen/Dalian University of Technology,0/115
  29. Numerical Simulation Study on Soil Arching Effect,CaoShengTao/Beijing University of Technology,0/324
  30. Research on Reseaonable Layout Method for One-Row Stabilizing Pile in Landslide Control,HuXiaoLan/Southwest Jiaotong University,0/48
  31. On Mechanism of Pile-Soil Interaction and Technique of Anti-Sliding,YangMing/Southwest Jiaotong University,12/823
  32. Study on Calculation and Application of Anti-sliding Piles under Pile-soil Interaction,LiuJing/Central South University,14/939
  33. The Research on Earth Pressure and Reinforced Mechanism in the Active Area Behind Propped Flexible Retaining Walls,WangLiMing/Tongji University,2/261
  34. Studies of Active Earth Pressures on Retaining Wall,ZhangRuiWen/Zhejiang University,6/838
  35. Theory and Application of Rigid Pile Composite Foundation under Embankment Loads,YuChuang/Southeast University,10/965
  36. Study on Pipe Roof Effect and Face Stability of Large Section Pipe Roof-Box Jacking Method,LiXiangYang/Tongji University,5/423
  37. A Study on Its Design Theory and Engineering Applications of a Prestressed Cable Anchor Pile Sheet Wall Structure for Embankment (Shoulder) Slope Protection,JiangChuSheng/Southwest Jiaotong University,8/466
  38. Research on Behavior of Driven Cast-in-place Tubular Pile Composite Foundation under the Road Embankment Loading,ChenZhiJun/Zhejiang University,9/574
  39. Studies on Soil Arching Effect and Earth Pressure for Retaining Structure,JiangBo/Zhejiang University,28/1389
  40. Physical and mechanical properties of rockfill and its application,YanZongLing/Chongqing University,28/778
  41. Research on Bearing Mechanism and Numerical Simulation of Composite Foundation under Embankment,ZhouZhiJun/Hunan University,2/314
  42. Study on Three-dimensional Soil Arching Effect of Cantilever Piles and Ground Resisting Force Acted on Its Build-in Zone,DongJie/Chongqing University,6/390
  43. Study on Interaction Mechanism between Anti-slide Pile and Landslide Mass and Pile Optimization,LiChangDong/China University of Geosciences,11/1650
  44. Study on Some Problems of Soil Mechanics in Deep Excavation Engineering,WuMing/Zhejiang University,13/1441
  45. Deformation and Stability of Intermediate Liner for Landfill Expansion and Controlling Measures,GaoDeng/Zhejiang University,3/135
  46. Calculating Method of Reinforced Bedding in the Geosynthetics Reinforced and Pile Supported Embankment,CaiDeGou/China Academy of Railway Sciences,0/47
  47. Experimentation Study on Pile-Supported Embankments by Total and Partially Penetrated Soft Clay,DingJinLei/Zhejiang University,0/127
  48. The Key Technology Researches of the Large Section Pipe Roof-box Jacking Method,XuMingXing/Tongji University,2/210
  49. Deformation Analysis and Design, Construction Method of Borehole Cast-in-place Piles in Shanghai Region,XieQinFang/Tongji University,0/76
  50. 3D Numerical Simulation of Cylindrical Foundation Pit,XueYanQing/Tongji University,9/304

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