期刊文献+

真空预压法在复杂地区软基加固中的应用 被引量:2

Application of Vacuum Preloading in Soft Foundation Consoldation in Complicated Areas
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摘要 本文介绍了天津港东突堤南侧码头接岸部分复杂地区软基采用真空预压法加固和地质深槽区范围内打设塑料排水板过程中解决的几个技术问题,并对其加固效果及经济效益进行简要分析,可供类似工程施工时参考。 The paper described some problems encountered in comsolidation with vacuum preloading in the soft foundation in complicated areas in shore-connected parts,and the driving of plastic drains in the range of deep trough during the construction of South Side Wharves in the East Pier,Tianjin Port.Brief analysis was also carried out on the consolidation effects and economic benefits.The paper may be used as a raference for the construction of similar projects.
机构地区 一航局一公司
出处 《港口工程》 1991年第3期13-17,共5页
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同被引文献6

  • 1叶柏荣.真空预压加固法的发展及工程实录[J].地基处理,1995,6(3):1-10. 被引量:27
  • 2钱家欢.土力学[M].南京:河南大学出版社,1990.125-137.
  • 3W.Kjellman.Consolidation of Clay Soil by Means of Atmospheric Pressure.Proc.Conference on Soil Stabilization,MIT,Boston,1952.
  • 4薛红波,娄炎.砂井真空排水法加固饱和软土地基的强度特性.南京水利科学研究院土工研究所,1989.2.
  • 5W. Kjellman. Consolidation of Clay Soil by Means of Atmospheric Pressure. Proc Conference on Soil Stabilization, MIT, Boston, 1952.
  • 6薛红波 娄炎.[D].南京水利科学研究院土工研究所,1989-2.

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