Dissertation 

About 30 item dissertation in line with Post-grouting query results,the following is 1 to 50(Search took 0.079 seconds)

  1. Grout-Soil Interaction during Base Grouting and Its Effects on the Behavior of Grouted Piles,FangKai/Zhejiang University,0/55
  2. Research on the Bearing Behavior of Post-grouting Pile,ZhuZuo/Ningxia University,0/3
  3. Post Grouting Technique for the Bearing Capacity of Bored Pile Influence and Research,YangQiuLing/Shandong Institute of Architecture,0/53
  4. Study on the Application of Frustra-Like Crushed Stone Grouting Pile in Foundation Reinforcement,ShiZuo/Wuhan University of Technology,0/33
  5. A Research on the Post-grouting Pile Field Test and the Slurry Diffusion Mechanism,WangXiaoFeng/Zhengzhou University,0/17
  6. The Experimental Study on Mechanical Properties of Large Diameter Bored Piles with Post-grouting to Soil Around and Bottom and Its Numerical Analysis,ZhangZuoWen/Zhengzhou University,0/30
  7. Study on Settlement of Super-lone Bored Piles with Experimental and Theoretical Methods,WangZhiJie/Zhejiang University,0/46
  8. Analysis on Applying Post-grouting Technique in Bored Pile,HuangYu/Harbin Engineering University,0/66
  9. Theoretical Analysis and Numerical Simulation Research on Bearing Capacity of Large-diameter Bored Pile with Post Grouting,ZhuoQiongQiong/Zhejiang University,0/79
  10. Study on Vertical Bearing Mechanism of Bored Pile with Post-Grouting to Soil Around and Bottom,DongXiaoXing/Zhengzhou University,1/123
  11. Bored Grouting Technology and Its Application Research in Road and Bridge,GaoZhenZuo/Chang'an University,0/42
  12. Research on the Settlement Characteristics of Post Grouting Pile Group Foundation,ZouLi/Southwest Jiaotong University,4/488
  13. Testing Study on Mechanism and Effect of Post-grouting at the Bottom of Super Large Bored Piles Foundation,HanXueWei/Hohai University,5/212
  14. Research on the Influence to the Bored Cast-In-Place Piles Bearing Capacity by the Post-Grouting Technique,HeWenAn/Xi'an University of Technology,0/247
  15. Analyses on Stability of Bored Piles and Research on It by Base Post-Grouting,ShiCangYan/Southeast University,4/482
  16. Study on the Engineering Properties of Post-Grouting Filling Pile,LiMin/Chang'an University,1/170
  17. Study on the Load Bearing Capacity of Post-grouted Bored Piles,ZhangHan/Zhejiang University,4/340
  18. FEM Analysis for Post-grouting Piles Considering Grouting Process,YuYong/Tianjin University,5/175
  19. Analysis for the Enlarged Radius of the Bored Pile Post Grouting,PanShaoYu/Southwest Jiaotong University,2/134
  20. Design and Application Research of Post-grouting CFG Pile Composite Foundation,LiJinWu/Chinese Geology University (Beijing),0/124
  21. Using Post-grouting Reinforcement Technique to Control the Settlement at the Back of Bridge in Dian-lin Expressway,WangBo/Chengdu University of Technology,1/163
  22. Theoretical Analysis and Experiment Studies of Bored Piles by Post Grouting,ZhangXiaoWei/Chang'an University,1/203
  23. Bottom Post-grouting Technology of Cast-in-place Pile and Its Application in Taizhou City,WangWen/Zhejiang University,0/159
  24. FEM Analysis for Post-grouting to Soil Around Pile Sides and Post-grouting to Soil Around Pile Sides and Bottom,XingHeMing/Tianjin University,1/98
  25. Research on Process and Mechanism of Bored Pile by Base Post-Grouting in Jilin Qian’an Power Station,XuZhiChao/Jilin University,0/58
  26. The Application of Cast-in-place-pile Post Grouting Technology in Bridge Engineering,ZhangGuangLu/Shandong Institute of Architecture,0/96
  27. Application of Post Grouting Techniques and Analysis of Bearing Capacity Behavior for Bored Piles in Loess Subsoil,LiYanTong/Xi'an University of Technology,0/40
  28. The Henan Development Building the foundation variable stiffness design and pile pile side Groutig research,DuanGang/Zhengzhou University,0/28
  29. The Bearing Capacity Research and Settlement Prediction of the Post-grouting Bored Pile,QiPing/Liaoning Technical University,0/102
  30. Study on Size Effect, Bearing Capacity and Residual Pressures of Large Diameter Grouted Pile,HeJingYu/Zhejiang University,1/113

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