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LI Xi-bin, XIE Kang-he, WANG Kui-hua, ZHUANG Ying-chun. ANALYTICAL SOLUTION OF 1-D VISCO-ELASTIC CONSOLIDATION OF SOILS WITH IMPEDED BOUNDARIES UNDER CYCLIC LOADINGS[J]. Engineering Mechanics, 2004, 21(5): 103-108,.
Citation: LI Xi-bin, XIE Kang-he, WANG Kui-hua, ZHUANG Ying-chun. ANALYTICAL SOLUTION OF 1-D VISCO-ELASTIC CONSOLIDATION OF SOILS WITH IMPEDED BOUNDARIES UNDER CYCLIC LOADINGS[J]. Engineering Mechanics, 2004, 21(5): 103-108,.
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ANALYTICAL SOLUTION OF 1-D VISCO-ELASTIC CONSOLIDATION OF SOILS WITH IMPEDED BOUNDARIES UNDER CYCLIC LOADINGS

  • Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, PR China

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  • Received Date: January 04, 2003
  • Revised Date: April 21, 2003
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    • Abstract
  • The problem of one dimensional consolidation of soft clays under cyclic loadings taking account of rheological characteristics of soils and impeded boundaries is studied. According to the solution in the condition of constant loading, the analytical solution of cyclic loading is developed using the integral method. Based on the solution, the influence of some major factors on the consolidation behavior of soils is investigated and the relevant results are presented in graph forms. Some important conclusions are drawn.
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