Analysis on Influencing Factors on Effective Reinforcement Depth by Dynamic Compaction Method in Backfill Collapsible Loess Foundation
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Hebei Research Institute of Construction & Geotechnical Investigation Co. Ltd.,Shenhua Ningxia Coal Industry Group Co., Ltd., Coal Liquefaction Project Construction Headquarters,Hebei Research Institute of Construction & Geotechnical Investigation Co. Ltd.

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TU472

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    Abstract:

    In a project of backfill collapsible loess foundation in the Northeast, some regional soil collapsibility was not completely eliminated. Analysis is made on the influencing factors on effective reinforcement depth by dynamic compaction method in backfill collapsible loess foundation, the first influencing factors are determined to be the consolidation energy and one-shot points, and the soil moisture content, the thickness and distribution of different soils, compaction rate and the dynamic compaction design factors should also be considered.

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History
  • Received:July 16,2013
  • Revised:July 16,2013
  • Adopted:August 15,2013
  • Online: October 29,2013
  • Published:
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