Dissertation　

About 160 item dissertation in line with arching query results,the following is 1 to 50(Search took 0.026 seconds)

  1. Characteristic Study of Dense Particle System in the Field of Biomass Utilization,TangZiFeng/Zhejiang University,0/15
  2. 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
  3. Settlement Calculation Studv of the Tubular Pile-net Composite Foundation,LiuHongKai/Zhejiang University,0/8
  4. Research on Mechanism and Mechanical Behavior of Prestressed Anchor Flexible Supporting System,TuBingXiong/Dalian University of Technology,0/71
  5. Soil Arching Effect and the Support Design Research of Micro Pile in Slope Reinforcement,ZhenXiCui/Xi'an University of Science and Technology,0/54
  6. Study on the Dynamic Pressure Arching Characteristics of the Tunnel Constructed in Soft Surrounding Rock,LiuYanPeng/Chang'an University,0/19
  7. Investigation of Design Methods for Concrete Bridge Deck Reinforced with GFRP Bars,LiChunHong/South China University of Technology,0/22
  8. Study on Soil Arching in Piled Embankment Based on PFC,WangLiHui/Xi'an University of Architecture and Technology,0/35
  9. A Numerical Analysis of Soil Arching in Piled Reinforced Embankments,ZhouMin/Xi'an University of Architecture and Technology,0/7
  10. The Analysis of Soil Arching Effect of Pile-supported Embankment by Particle Flow Code,WanShaoJin/Yangzhou University,0/34
  11. Theoretical and Applicational Study of Anchor Reinforced Arch in Roadway Surrounding Rock,WangBoZuo/Xi'an University of Science and Technology,0/81
  12. Study on the Field Test and the Design Calculation Method of Antislide Pile,ZhangXiaoYong/Fuzhou University,0/46
  13. Ye Jiapo Landslide Treatment Design and the Study of Critical Pile Spacing,WangPeng/Chang'an University,0/8
  14. Yunnan mine crushing station of slope stability analysis and treatment measures,ZhaoZheng/Kunming University of Science and Technology,0/4
  15. Application of Pile-anchor Supporting System for the Deep Foundation Pit,QinYanZuo/Agricultural University of Hebei,1/167
  16. A Study about the Working Mechanism and Deformation Characteristics of Pile-Net Composite Foundation Under the Embankment,WangFuJiang/Southwest Jiaotong University,0/22
  17. Operating Principle Analysis of Composite Structure with Scattered Piles and Soil Nailing,WangXiaoJie/Chinese Geology University (Beijing),0/16
  18. Research of the Applying about UHTCC Composite Material in Capped-pile Supported Embankment,ShenWei/Zhejiang University,0/25
  19. Study on Soil Nail Forces and Deformation Based on Soil Arching Effect,YangMengMeng/Guangzhou University,1/38
  20. 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
  21. Model Test Research on Pulling-out Failure Mode of Fully-embedded Anti-slide Pile,QiuPeng/Chongqing University,0/53
  22. Mechanical Behavior Analysis of Anti-sliding Pile and Gravity Retaining Wall Joint Supporting Structure,ZengXinPing/Hunan University,0/71
  23. 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
  24. Study on Three-dimensional Soil Arching Effect of Pre-stressed Anchor Pile,LiChengFang/Chongqing University,0/83
  25. Numerical Simulation Studies on Soil Arching Effect on Anti-sliding Piles,HouQingHong/Chongqing University,0/123
  26. Deep Research on Soil Arching Effect and Critical Pile Spacing between Anti-slide Piles Reinforced Landslide,WangShuZhou/Nanjing University,1/163
  27. Numerical Analysis of a Slope Reinforced with Anti-slide Piles Considering Soil Arching Effect,XuHaiYang/Dalian University of Technology,2/214
  28. Research on the Optimization Design and Engineering Application of Detail Retaining Structure for Deep Excavation,DingMin/Chongqing University,2/793
  29. Analysis on Mechanical Behaviour of Masonry Infill Wall under Out-of-plane Action,MingZuo/Dalian University of Technology,0/124
  30. Analysis and Application for Silo Storage Pressure,ZhaoSong/Wuhan University of Technology,0/60
  31. Bearing Characteristic Research about the Bank Connecting Structure of the Blind Sheet Pile,ChengLie/Chongqing Jiaotong University,0/2
  32. Soil Pressure Calculation and Optimum Design of the Covered Type of Sheet Pile Wharf,GaoYaWei/Changsha University of Science and Technology,0/64
  33. Effect of arch dam based on ANSYS,HuYingTing/Kunming University of Science and Technology,0/2
  34. The Research of Soil Arching Effect in Pile-Net Supported Embankments,HuRunZhong/Southwest Jiaotong University,0/44
  35. Study on Pile-soil Contact Effect of Anti-sliding Piles in Swelling Soft Rock Landslide of Wangqing-yanji Highway,XuPeng/Jilin University,0/34
  36. The Analysis of Soil Arching Effect in the Pile-supported Embankment,WangJunJun/Yangzhou University,0/59
  37. Behaviors Analysis of Composite Ground under Flexible Foundation,HuZeng/Hunan University,0/59
  38. The Research on Related Technologies of Diagonal Prestressed Concrete Pavement,BiYu/Changsha University of Science and Technology,0/16
  39. Study on the Mechanical Behavior and Design Method of Highway Loess Dam-like Embankment,XuShiQiang/Chang'an University,0/57
  40. Research on Key Technology in Intelligent Position-arching Machining of Super-large Components,NiuTongFeng/Harbin Institute of Technology,0/0
  41. Design and Simulation of the Sintering Machine with Odd-Teeth Transmission System,WangLiJun/Yanshan University,1/44
  42. Experimental Study of the Mechanical Properties of Concrete under Different Strain Rates,ZhangYuMin/Beijing University of Technology,0/384
  43. Stability Analysis of Pile-Slope System Using Shear Strength Reduction Finite Element Method,LiDongChen/Dalian University of Technology,0/115
  44. Numerical Simulation Study on Soil Arching Effect,CaoShengTao/Beijing University of Technology,0/324
  45. Research on Reseaonable Layout Method for One-Row Stabilizing Pile in Landslide Control,HuXiaoLan/Southwest Jiaotong University,0/48
  46. On Mechanism of Pile-Soil Interaction and Technique of Anti-Sliding,YangMing/Southwest Jiaotong University,12/823
  47. Study on Calculation and Application of Anti-sliding Piles under Pile-soil Interaction,LiuJing/Central South University,14/939
  48. Macro-scale and Meso-scale Study on Failure Mechanism of Sand Retaining Wall,PengShuQuan/Tongji University,5/476
  49. Research on Time-Space Effect of Expressway Multi-arch Tunnel Construction and Its Three-dimension Staged Back Analysis,WuXiangSong/Tongji University,5/702
  50. The Research on Earth Pressure and Reinforced Mechanism in the Active Area Behind Propped Flexible Retaining Walls,WangLiMing/Tongji University,2/261

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