Journal of Zhejiang University SCIENCE A 2006 Vol.7 No.8 P.1358-1364

http://doi.org/10.1631/jzus.2006.A1358


Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading


Author(s):  XIE Kang-he, QI Tian, DONG Ya-qin

Affiliation(s):  1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China

Corresponding email(s):   zjuqitian@126.com

Key Words:  One-dimensional (1D) consolidation, Nonlinear consolidation theory, Analytical solution, Cyclic loading


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XIE Kang-he, QI Tian, DONG Ya-qin. Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading[J]. Journal of Zhejiang University Science A, 2006, 7(8): 1358-1364.

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pages="1358-1364",
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doi="10.1631/jzus.2006.A1358"
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Y1 - 2006
PB - Zhejiang University Press & Springer
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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.

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CLC number: TU432

On-line Access: 2024-08-27

Received: 2023-10-17

Revision Accepted: 2024-05-08

Crosschecked: 0000-00-00

Cited: 3

Clicked: 7525

Citations:  Bibtex RefMan EndNote GB/T7714

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