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CFG Pile Consolidation for Backfill Rolling Compacted Foundation
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china institute of geotechnical investigation and surveying

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    Abstract:

    According to the conditions of backfill rolling compacted foundation, CFG pile composite foundation with high replacement ratio was selected. With the rational structure form of composite foundation, the mechanical characteristics were improved for obtaining full bearing capacity of the pile and the soil between piles to increase the capacity of the foundation and reduce the foundation settlement.

    Reference
    [1]《工程地质手册》编委会,《工程地质手册》(第四版),中国建筑工业出版社,2007年2月
    [2]《地基处理手册》编委会,《地基处理手册》(第三版),中国建筑工业出版社,2008年6月
    [3]中国建筑科学研究院,《建筑地基处理技术规范》,中国建筑工业出版社,2002年12月
    [4]中华人民共和共住房和城乡建设部,《建筑地基基础设计规范》,中国建筑工业出版社,2012年3月
    [5]北京市勘察设计研究院,《北京地区建筑地基基础勘察设计规范》,中国计划出版社,2009年6月
    [6]中国建筑科学研究院,《建筑桩基技术规范》,中国建筑工业出版社,2008年8月
    [7]中国建筑科学研究院,《建筑基桩检测技术规范》,中国建筑工业出版社,2003年6月
    [8]徐至钧,《水泥粉煤灰碎石桩复合地基》,机械工业出版社,2004年3月
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History
  • Received:September 04,2013
  • Revised:September 04,2013
  • Adopted:December 11,2013
  • Online: January 20,2014
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