首页> 外文期刊>Soil mechanics and foundation engineering >DESIGN CHARACTERISTICS OF PILE FOUNDATIONS IN SOILS PRONE TO SLUMP-TYPE SETTLEMENT BASED ON BUILDING CODE 24.13330.2011 (In order of discussion)
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DESIGN CHARACTERISTICS OF PILE FOUNDATIONS IN SOILS PRONE TO SLUMP-TYPE SETTLEMENT BASED ON BUILDING CODE 24.13330.2011 (In order of discussion)

机译:基于建筑规范24.13330.2011的易于沉降的土壤中桩基的设计特征(按讨论顺序)

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摘要

The grounds for suggestions introduced to Building Code 24.13330.2011 are discussed; the need to account for positions taken in recent years, and also the expediency of a correction in the building code for several requirements of Construction Rule and Regulation 2.02.03-85 and Building Code 50-102-2003, which have not been entirely successful and proven, is noted.
机译:讨论了《建筑法规》 24.13330.2011中引入的建议依据;需要考虑近年来采取的立场,以及对《建筑规范》第2.02.03-85条和《建筑规范50-102-2003》的若干要求进行修正的权宜之计,而这些要求并未完全成功并证明,

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  • 来源
    《Soil mechanics and foundation engineering》 |2012年第4期|155-161|共7页
  • 作者

    V. I. Krutov;

  • 作者单位

    N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia;

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  • 正文语种 eng
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