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Research on Deformation Characteristics of Coastal Hydraulic Fills Soft Ground under Large Area Heaped Load
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China Liaohe Petroleum Engineering Co., Ltd.

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    Abstract:

    By setting surface subsidence monitoring instruments in a large area of the loading site, the on-site monitoring lasted 3 years, and the analysis was made on the deformation characteristics of coastal hydraulic fills soft ground subsidence under large area heaped load. It is revealed that the deformation characteristics of soft ground under large heaped load are different from those under normal load and the soft ground deformation settlement law of large area heaped load conditions is summarized. By the use of numerical methods, the foundation deformation law is simulated and the foundation failure mode is analyzed, the numerical calculation results and the field monitoring results have a good coherence. Under 400kPa heaped load force, the maximum settlement value is approximately 1.6m.

    Reference
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    [3] 李凡,吴志昂,孙四平.软土地基路堤最终沉降量推算方法研究[J].合肥工业大学学报,2(X)3,26(2),277-280.
    [4] 伍栩仪.软土的压缩沉降与计算[J].人民珠江,1997,(2),16~19.
    [5] 叶书麟,韩杰,叶观宝.地基处理与托换技术[M].北京:中国建筑工业出版社,1998.
    [6] 曾国熙,卢肇钧,蒋国澄,等.地基处理手册(M).北京:中国建筑工业出版社,1988.
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History
  • Received:March 05,2014
  • Revised:July 14,2014
  • Adopted:June 30,2014
  • Online: November 13,2014
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