Citation: | the Calculation for Stress and Settlement of the rigid Pile Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 265-268. |
[1] | Lin Zhiqiang. Mechanism of Rigid Pile Composite Foundation Influenced by Marine Soft Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(6): 328-333,371. doi: 10.3969/j.issn.1007-2993.2019.06.005 |
[2] | Wu Xinglong, Zhang Kaiwei, Xu Jian. Analysis of Consolidation Effect of Vacuum Preloading Consolidation Without Conventional Top Sand Drainage Cushion on Newly Dreged Silt[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(6): 315-319. doi: 10.3969/j.issn.1007-2993.2013.06.011 |
[3] | JIAO Lei, GUO Zhongxian, MA Liang. The Comprehensive Analysis of Large Diameter Pile Compression and Side Friction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(2): 94-97. doi: 10.3969/j.issn.1007-2993.2010.02.010 |
[4] | Tian Yu, Wang Hongmei, Liu Dengpan. Bracing Effect of Concrete Cushion to Lateral Deflection of Retaining Wall[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(2): 92-96,100. |
[5] | Zhang Qianqing. Analysis of Interaction Between Pile and Soil[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(4): 169-172,193. |
[6] | Shang Qinqin, Zhan Yongliang. Analysis on the Cushion Design for Rigid Pile Composite Ground[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(1): 32-35. |
[7] | Zhang Yao, Deng Anfu. Calculation for Settlement of the Raft on Rigid Pile Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(5): 261-264. |
[8] | Guo Liqun, Ma Shidong. Geogrid Reinforcement Cushion for Special Ground Treatment[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 109-112. |
[9] | LI Shao-he, YI Fa-cheng, WANG Dian-gang. Analyzing the Influence of Cushion in CFG Pile Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(1): 50-52. |
[10] | Li Liangjing, Hua Jianxin. Study on the Composite Foundation of CFG Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 271-274. |
[11] | the Discussion of Design Method About Half-rigid Pile Foundation Under Vertical Loads[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 229-233. |
[12] | Several Problems on Bearing Capacity in the Design of Composite Foundation with Rigid Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 198-200. |
[13] | Discussion on the Settlement Evaluation of Rigid-pile Composite Foundation in Tianjin Urban District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(1): 25-28. |
[14] | Some Discussion on Composite Ground with Rigid Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(3): 167-171. |
[15] | the Comparison of Composite Foundation Piles and Rigid-pile Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 269-272. |
[18] | An Example of Composite Foundation With Driven Cast-in-place Piles,Deep Mixed-in-place Piles and Cushion[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(2): 3-7. |
[19] | HUA Jian-xin, DONG Zhang-he, SUN Dong-hui. The Study of Cushion Influence on CFG piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1998, 12(1): 48-50. |