Source Journal for Chinese Scientific and Technical Papers
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Volume 34 Issue 1
Dec.  2014
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Article Contents
Qi Liangfeng, Zhang Baoying, Jian Hao. IN-SITU MEASUREMENT AND ANALYSIS OF RAFT'S INTERNAL FORCES OF HIGH-RISE BUILDING WITH PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 45-49. doi: 10.13204/j.gyjz200401013
Citation: Qi Liangfeng, Zhang Baoying, Jian Hao. IN-SITU MEASUREMENT AND ANALYSIS OF RAFT'S INTERNAL FORCES OF HIGH-RISE BUILDING WITH PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 45-49. doi: 10.13204/j.gyjz200401013

IN-SITU MEASUREMENT AND ANALYSIS OF RAFT'S INTERNAL FORCES OF HIGH-RISE BUILDING WITH PILE-RAFT FOUNDATION

doi: 10.13204/j.gyjz200401013
  • Received Date: 2003-02-18
  • Publish Date: 2004-01-20
  • Raft design parameter is an important factor to optimal design of high-rise building with pile-raft foundation.In order to know the rafts real stress during building construction, through in-situ test of a superhigh building at loess areaNet Management Center Mansion of Shaanxi Telecom Office, the test data are analyzed and some results such as rafts stress varying with the duration from start of pouring rafts concrete to the seal of the roof of mainbody, rafts stress distribution on middle axial, settlement and piles reaction distribution on middle axial, etc are given.All these provide data for the optimal design of high-rise building with pile-raft foundation.
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    李海峰, 陈晓平.高层建筑桩筏基础优化设计研究.岩土力学, 1998(3)
    [3] 齐良锋.高层建筑桩筏基础共同工作原位测试及理论分析:[博士学位论文].西安:西安建筑科技大学, 2002.7
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