Dissertation 

About 116 item dissertation in line with Soil Arching query results,the following is 1 to 50(Search took 0.049 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. Study on Soil Arching in Piled Embankment Based on PFC,WangLiHui/Xi'an University of Architecture and Technology,0/35
  6. A Numerical Analysis of Soil Arching in Piled Reinforced Embankments,ZhouMin/Xi'an University of Architecture and Technology,0/7
  7. The Analysis of Soil Arching Effect of Pile-supported Embankment by Particle Flow Code,WanShaoJin/Yangzhou University,0/34
  8. Study on the Field Test and the Design Calculation Method of Antislide Pile,ZhangXiaoYong/Fuzhou University,0/46
  9. Ye Jiapo Landslide Treatment Design and the Study of Critical Pile Spacing,WangPeng/Chang'an University,0/8
  10. Yunnan mine crushing station of slope stability analysis and treatment measures,ZhaoZheng/Kunming University of Science and Technology,0/4
  11. Application of Pile-anchor Supporting System for the Deep Foundation Pit,QinYanZuo/Agricultural University of Hebei,1/167
  12. Operating Principle Analysis of Composite Structure with Scattered Piles and Soil Nailing,WangXiaoJie/Chinese Geology University (Beijing),0/16
  13. Research of the Applying about UHTCC Composite Material in Capped-pile Supported Embankment,ShenWei/Zhejiang University,0/25
  14. Study on Soil Nail Forces and Deformation Based on Soil Arching Effect,YangMengMeng/Guangzhou University,1/38
  15. 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
  16. Model Test Research on Pulling-out Failure Mode of Fully-embedded Anti-slide Pile,QiuPeng/Chongqing University,0/53
  17. Mechanical Behavior Analysis of Anti-sliding Pile and Gravity Retaining Wall Joint Supporting Structure,ZengXinPing/Hunan University,0/71
  18. 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
  19. Study on Three-dimensional Soil Arching Effect of Pre-stressed Anchor Pile,LiChengFang/Chongqing University,0/83
  20. Numerical Simulation Studies on Soil Arching Effect on Anti-sliding Piles,HouQingHong/Chongqing University,0/123
  21. Deep Research on Soil Arching Effect and Critical Pile Spacing between Anti-slide Piles Reinforced Landslide,WangShuZhou/Nanjing University,1/163
  22. Numerical Analysis of a Slope Reinforced with Anti-slide Piles Considering Soil Arching Effect,XuHaiYang/Dalian University of Technology,2/214
  23. Research on the Optimization Design and Engineering Application of Detail Retaining Structure for Deep Excavation,DingMin/Chongqing University,2/793
  24. Analysis and Application for Silo Storage Pressure,ZhaoSong/Wuhan University of Technology,0/60
  25. Bearing Characteristic Research about the Bank Connecting Structure of the Blind Sheet Pile,ChengLie/Chongqing Jiaotong University,0/2
  26. Soil Pressure Calculation and Optimum Design of the Covered Type of Sheet Pile Wharf,GaoYaWei/Changsha University of Science and Technology,0/64
  27. The Research of Soil Arching Effect in Pile-Net Supported Embankments,HuRunZhong/Southwest Jiaotong University,0/44
  28. Study on Pile-soil Contact Effect of Anti-sliding Piles in Swelling Soft Rock Landslide of Wangqing-yanji Highway,XuPeng/Jilin University,0/34
  29. The Analysis of Soil Arching Effect in the Pile-supported Embankment,WangJunJun/Yangzhou University,0/59
  30. Behaviors Analysis of Composite Ground under Flexible Foundation,HuZeng/Hunan University,0/59
  31. Stability Analysis of Pile-Slope System Using Shear Strength Reduction Finite Element Method,LiDongChen/Dalian University of Technology,0/115
  32. Numerical Simulation Study on Soil Arching Effect,CaoShengTao/Beijing University of Technology,0/324
  33. Research on Reseaonable Layout Method for One-Row Stabilizing Pile in Landslide Control,HuXiaoLan/Southwest Jiaotong University,0/48
  34. On Mechanism of Pile-Soil Interaction and Technique of Anti-Sliding,YangMing/Southwest Jiaotong University,12/823
  35. Study on Calculation and Application of Anti-sliding Piles under Pile-soil Interaction,LiuJing/Central South University,14/939
  36. Macro-scale and Meso-scale Study on Failure Mechanism of Sand Retaining Wall,PengShuQuan/Tongji University,5/476
  37. Research on Embankment Load Transfer Mechanism and Parameters Optimization of Road Embankment Supported by Rigid Piles,ZuoRui/Wuhan University of Technology,7/539
  38. Studies of Active Earth Pressures on Retaining Wall,ZhangRuiWen/Zhejiang University,6/838
  39. Study on Soil Arching and Performance-based Design Method for Piled Reinforced Embankments,CaoWeiPing/Zhejiang University,15/737
  40. Research on Bearing Capability of Double Direction Reinforced Composite Ground,YangYu/Hunan University,6/356
  41. Theory and Application of Rigid Pile Composite Foundation under Embankment Loads,YuChuang/Southeast University,10/965
  42. 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
  43. Research on Behavior of Driven Cast-in-place Tubular Pile Composite Foundation under the Road Embankment Loading,ChenZhiJun/Zhejiang University,9/574
  44. Studies on Soil Arching Effect and Earth Pressure for Retaining Structure,JiangBo/Zhejiang University,28/1389
  45. The Study on Soil Nailing Based on Soil Arching Action,KuangLiXin/Central South University,15/490
  46. Study on Designing and Computing Theory of New Pattern Pile-Anchor Structures,LiuXiaoLi/Southwest Jiaotong University,151/1489
  47. Research on Bearing Mechanism and Numerical Simulation of Composite Foundation under Embankment,ZhouZhiJun/Hunan University,2/314
  48. Experimental and Theoretical Studies on Consolidation Behavior of Piled Embankment System over Soft Soils,XuZhengZhong/Zhejiang University,12/231
  49. 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
  50. Vertical pressure high embankment culverts space optimization theory and structure type,ZhouShiSheng/Chang'an University,3/222

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