
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.
@article{title="Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading",
author="XIE Kang-he, QI Tian, DONG Ya-qin",
journal="Journal of Zhejiang University Science A",
volume="7",
number="8",
pages="1358-1364",
year="2006",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2006.A1358"
}
%0 Journal Article
%T Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading
%A XIE Kang-he
%A QI Tian
%A DONG Ya-qin
%J Journal of Zhejiang University SCIENCE A
%V 7
%N 8
%P 1358-1364
%@ 1673-565X
%D 2006
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A1358
TY - JOUR
T1 - Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading
A1 - XIE Kang-he
A1 - QI Tian
A1 - DONG Ya-qin
J0 - Journal of Zhejiang University Science A
VL - 7
IS - 8
SP - 1358
EP - 1364
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A1358
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.
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
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