›› 2008, Vol. 29 ›› Issue (2): 470-474.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on one-dimensional consolidation behavior of saturated clay under cyclic loading

WANG Shao-mei1, XIA Sen-wei1, JIANG Jun2   

  1. 1.Hangzhou Institute of buildings safety appraisal, Hangzhou 310003, China ; 2. College of Civil Engineering and Architecare, Zhejiang University, Hangzhou 310027, China
  • Received:2006-05-12 Online:2008-02-11 Published:2013-07-10

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Abstract: The analytical solution is presented to one dimensional viscoelastic consolidation problem of soft clay with impervious boundaries and pervious boundaries under cyclic loading that has been Fourier expanded. The influence of some parameters, such as permeability coefficient, viscosity coefficient and elastic modulus, etc. and different constitutive relation conditions on the consolidation is investigated. It is shown that the effective stress reaches the stabilized state in the end with certain amount of cycles. The rheological feature of saturated clay mainly functions in the intermediate and long-term stage of consolidation.

Key words: cyclic loading, viscoelasticity, analytical solution, consolidation

CLC Number: 

  • TU 441+.6
  • 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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