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Volume 29 Issue 4
Aug.  2021
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Article Contents
ZHU Ruijun, GAO Qian, YUAN Aiping, QI Gan. Settlement of CFG pile composite foundation in silt soil region[J]. Chinese Journal of Engineering, 2007, 29(4): 363-366. doi: 10.13374/j.issn1001-053x.2007.04.004
Citation: ZHU Ruijun, GAO Qian, YUAN Aiping, QI Gan. Settlement of CFG pile composite foundation in silt soil region[J]. Chinese Journal of Engineering, 2007, 29(4): 363-366. doi: 10.13374/j.issn1001-053x.2007.04.004

Settlement of CFG pile composite foundation in silt soil region

doi: 10.13374/j.issn1001-053x.2007.04.004
  • Received Date: 2005-12-22
  • Rev Recd Date: 2006-04-04
  • Available Online: 2021-08-16
  • Composite foundation settlement of an office building in Chinese Hangzhou development region was numerically simulated with FLAC software, According to engineering practice, displacement vector and settlement analyses on the simulated results were carried out, and the calculated settlements were compared with the measured ones. On the basis of the research on the numerical simulation results and measured settlement data, main factors influencing CFG pile composite foundation settlement were summarized. It is found that composite foundation settlement was obviously affected by pile-soil interaction, pile setting, load-to-time relation and soil stress distribution.

     

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      沈陽化工大學材料科學與工程學院 沈陽 110142

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