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Volume 33 Issue sup2
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GENG Cui-zhen. Design and analysis of pile foundation of a mansion in Hangzhou[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 417-421.
Citation: GENG Cui-zhen. Design and analysis of pile foundation of a mansion in Hangzhou[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 417-421.
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Design and analysis of pile foundation of a mansion in Hangzhou

  • Urban Construction College of Zhejiang Shuren University, Hangzhou 310015, China

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  • Received Date: August 08, 2011
  • Published Date: December 06, 2011
    Abstract
  • In the foundation design of a mansion in Hangzhou, the variable foundation rigidity design is adopted for reducing differential settlement, and the optimum design for piles and raft plates is used. Supporting course and type of piles are selected. Transformation of compressive modulus and pile-stiffness after post-grouting is analyzed. By means of JCCAD, the differential settlement between the main building and the podium is calculated and compared with the field results.
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    • References (11)
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    浙江大学土木工程测试中心 . 万银国际大厦钻孔桩静载试验分析检测报告 [R]. 2007. (Civil Engineering Test Center of Zhejiang University. Wanyin mansion test report of bored pile static load experiment analysis[R]. 2007. (in Chinese) )
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    GENG Cui-zhen

    • Urban Construction College of Zhejiang Shuren University, Hangzhou 310015, China

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