About 25 item dissertation in line with Mindlin solution query results,the following is 1 to 50(Search took 0.027 seconds)

  1. A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
  2. A Semi-Analystic Method Based on Mindlin Solution for Soil Nailing,XuXianJue/Southwest Jiaotong University,0/28
  3. Research on Reasonable Spacing between Prestressed Anchor Cables in Rock Slope Engineering,ChenWen/Southwest Jiaotong University,0/20
  4. Research Based on Mindlin Solution for Muti-anchorage Effect of Rock Anchor,GuoZuo/Chongqing University,0/1
  5. Research on the Method to Calculate Settlement of Pile Foundation Based on In-Situ Static Load Test of Single Pile,JiangZuo/Southwest Jiaotong University,0/85
  6. Research on Super High-rise Building Pile-raft Foundation’s Theory and Application in Engineering,ShenZhaoWu/Tongji University,2/574
  7. Test and Theory Study on Shaft Resistance Softening of Large Diameter and Super-Long Piles,XinGongFeng/Zhejiang University,26/634
  8. Theoretical Study on Properties of Soil and Structure during Pipe Jacking Construction,WeiGang/Zhejiang University,44/1060
  9. The Solution of Elasticity Theory with Different Modulus in Tension and Compression and Settlement Calculation of Piles,WangGuoGuang/Zhejiang University,6/423
  10. Study on the Small Disturbance Control for Shield Crossing Adjacent Running Subway,Fan/Tongji University,2/230
  11. Study on the Behavior of Deformation and Load-Transfer Model of Vertically Loaded Piles,PengZhengGuang/Hunan University,6/362
  12. Research on Behaviour of Barrettes by Theoretical Analysis and Model Tests,HongZuo/Hohai University,16/172
  13. Hand-dug hole pedestal pile vertical bearing capacity calculation,HuoZhiFang/Chang'an University,13/209
  14. Finite element analysis of composite foundation and load size effect,ZhuDongHai/Kunming University of Science and Technology,2/170
  15. Study on the Design Method of Pile-raft Foundation Based on Geddes’ Stress Formula,LvYiPing/Zhejiang University,12/381
  16. Study on Modified Load Transfer Method for Calculation of Pile Foundation Settlement,YuJun/Zhejiang University,4/394
  17. Research on the Construction Technology of Subway Shield Tunneling Across the Closely Tunnels,ZhangYing/Tongji University,6/382
  18. Study on the Loading Deformation and Settlement Calculation Method of Composite Foundation with Mixing Piles,ChenDong/Nanjing Hydraulic Research Institute,4/273
  19. Horizontal or vertical Loaded barrette groups of variational analysis,ZhanJinLin/Hohai University,3/162
  20. Experimental Analysis on Load-bearing Capacity and Optimization on Sparse Piles Composite Foundation with PTC,ChenZhiFang/Hohai University,4/236
  21. Numerical Analysis on Settlement Influence of New Type Ribbed Prestress Pipe,QiaoYanYan/Taiyuan University of Technology,0/71
  22. Analytic Solution of Soil-Nail Stress and Its Application,XieChang/Southwest Jiaotong University,1/64
  23. Design and Deformation Analysis of Pile Foundation of Large Storage Tanks on Deep Soft Soil,YangJie/Jilin University,0/105
  24. Mechanism and Settlement Analysis of Rigid Pile Composite Ground,ZhangYang/Hefei University of Technology,1/71
  25. Analysis of the Mechanism of Self-anchored Pile Load Test System and Its Application,HuangLiXiong/Hunan University,1/29

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