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ZJUS-A
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2006, Vol. 7 Issue (8 ): 10-    DOI: 10.1631/jzus.2006.A1358
    
Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading
XIE Kang-he, QI Tian, DONG Ya-qin
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
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Abstract  This paper presents an analytical solution for one-dimensional consolidation of soft soil under some common types of cyclic loading such as trapezoidal cyclic loading, based on the assumptions proposed by Davis and Raymond (1965) that the decrease in permeability is proportional to the decrease in compressibility during the consolidation process of the soil and that the distribution of initial effective stress is constant with depth. It is verified by the existing analytical solutions in special cases. Using the solution obtained, some diagrams are prepared and the relevant consolidation behavior is investigated.

Key words： One-dimensional (1D) consolidation      Nonlinear consolidation theory      Analytical solution      Cyclic loading     
Received: 24 November 2005     
CLC:  TU432  
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XIE Kang-he
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Cite this article:

XIE Kang-he, QI Tian, DONG Ya-qin. Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2006, 7(8 ): 10-.

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http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2006.A1358     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2006/V7/I8 /10

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