›› 2003, Vol. 24 ›› Issue (6): 913-916.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

One dimensional consolidation of elastic Gibson soils

FANG ye, XU Chang-jie, CAI Yuan-qiang   

  1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China
  • Received:2002-07-19 Online:2003-12-10 Published:2014-08-19

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Abstract: By the method of Laplace transform, consolidation of elastic Gibson soils under arbitrary loading is studied. The general solution in the Laplace transform field is got, and the effective stress in the soils under arbitrary loading can be calculated by the Laplace inversion. In addition, according to numerical examples, some characters of consolidation of elastic soils are found.

Key words: elastic Gibson soils, one dimensional consolidation, Laplace transform, Laplace inversion

CLC Number: 

  • TU 43
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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