About 30 item dissertation in line with negative skin friction query results,the following is 1 to 50(Search took 0.08 seconds)

  1. The3D Finite Element Numerical Simulation on the Characteristics of Negative Skin Friction for Pile Groups under Surface Load,ZhuSiJing/Xiangtan University,0/45
  2. The Negative Skin Friction Characterristics and Research on Design Method of Rock-Socketed Piles in Deep Recent Filling Soil Areas,XuJian/Southwest Jiaotong University,0/43
  3. The Bearing Capacity and Settlement of Long-short Pile Composite Foundation in Loess Area,ZhouQinLing/Xi'an University of Architecture and Technology,1/72
  4. Study on Negative Skin Friction in Post-Processed High Fill Subgrade,HanZhong/Zhengzhou University,0/50
  5. Theoretical and Field Test Study on Behavior of Negative Skin Friction in Piles,XiaLiNong/Central South University,9/756
  6. Test Study on Properties of Negative Skin Friction of Thin-wall Pipe Pile Using Cast-in-situ Concrete,ZhangXiaoJian/Hohai University,2/416
  7. Study on Horizontal Bearing Capacity and Negative Skin Friction of Port Engineering Piles,XieYaoFeng/Hohai University,8/809
  8. Study on Mechanism of Negative Skin Friction on Rectangular Closed Diaphragm Wall as Bridge Foundation in Collapsible Loess Subgrade,WenHua/Southwest Jiaotong University,5/391
  9. Study on the Characteristics of Negative Skin Friction for Pile Groups,KongGangQiang/Dalian University of Technology,4/565
  10. Research on Axial Bearing Behavior of Cast-In-Place Concrete Pile in Permafrost Region,XuChunHua/Harbin Institute of Technology,2/241
  11. Study on Seismic Subsidence of Loess and Negative Skin Friction Along Piles by Field Test,SunJunJie/Lanzhou University,6/231
  12. Pile negative study and calculation of friction,LiDaoZhen/Ocean University of China,3/268
  13. Analysis of Interaction of High-rise Building with Pile-raft Foundation in Slumping Loess Area,LiLi/Xi'an University of Science and Technology,1/466
  14. Study on Characteristic of the Pile-Soil Slipping Work in Soft Soil,HuangHongChao/Zhejiang University,3/203
  15. Three-Dimension Nonlinear Analysis of Earth-Rock Dam and the Stress Character Study of the Diaphragm Wall in Dams,LiuNa/Xi'an University of Technology,7/422
  16. Loess collapsibility negative friction pile foundations and research computing,WeiChengGuo/Xi'an University of Technology,1/256
  17. Research on the Treatment of Collapsible Loess Foundation,QiJingJing/Southeast University,6/441
  18. Experimental Study on Negative Friction of Pile Foundation,ZhangXiaoFeng/Tongji University,4/377
  19. The Research of High-filling Soil Embankment Action for Bridge Pile Foundation,LiaoXianDong/Tongji University,2/181
  20. The Study on Problems Caused by Design Mistakes on Sinking Pipe Cast-in-Place Piles,YeSong/Tongji University,0/107
  21. Field Test and Finite Element Analysis on Negative Skin Friction of Abutment Pile,WangBo/Hohai University,6/268
  22. Analysis on Load Transfer of Embankment Pile and Rigid Pile Composite-foundation with Cushion,SunXiaoFeng/Tongji University,2/243
  23. Study on the Settlement of the Composite Ground Improved by Rigid Piles under Embankments,JiangZuo/Zhejiang University,11/329
  24. One Dimensional Consolidataion Behaviour of Structured Soil and Negative Skin Friction,ZhouZuo/Zhejiang University,0/360
  25. Study on the Negative Skin Friction of Single Piles during the Consolidation of Ground,ZhouWanHuan/Zhejiang University,9/290
  26. Study on Working Performance and Settlement of Rigid Pile Composite Foundation,ChenMing/Hebei University of Engineering,2/175
  27. Analysis of Effect of Surcharge Load on Bearing Capacity Characteristic of Bridge Pile,MenXiaoXiong/Chang'an University,1/101
  28. Analysis and Research of Interaction between Embankment and Pile Foundation on Bridge Abutments on Soft Ground,ZuoJinFeng/Shandong University of Science and Technology,1/56
  29. Development of Model Test Material of Strongly Collapsible Loess and Study on Bearing Behaviors of Pile in Loess Subgrade,ZhangYanJie/Lanzhou Jiaotong University,0/43
  30. Experimental Research on Freezing Strength and Negative Friction of Pile Side in Permafrost Region,ChenWeiHua/Harbin Institute of Technology,0/52

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