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CLC number: TU470
On-line Access: 2024-08-27
Received: 2023-10-17
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Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading
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LIANG Xu, CAI Yuan-qiang, WU Shi-ming. Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading[J]. Journal of Zhejiang University Science A, 2002, 3(5): 513-519.
@article{title="Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading",
author="LIANG Xu, CAI Yuan-qiang, WU Shi-ming",
journal="Journal of Zhejiang University Science A",
volume="3",
number="5",
pages="513-519",
year="2002",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2002.0513"
}
%0 Journal Article
%T Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading
%A LIANG Xu
%A CAI Yuan-qiang
%A WU Shi-ming
%J Journal of Zhejiang University SCIENCE A
%V 3
%N 5
%P 513-519
%@ 1869-1951
%D 2002
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2002.0513
TY - JOUR
T1 - Study on one-dimensional consolidation of saturated soil with semi-pirviovs boundaries and under cyclic loading
A1 - LIANG Xu
A1 - CAI Yuan-qiang
A1 - WU Shi-ming
J0 - Journal of Zhejiang University Science A
VL - 3
IS - 5
SP - 513
EP - 519
%@ 1869-1951
Y1 - 2002
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.2002.0513
Abstract: The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions. A solution by laplace transform was obtained for the case when the soil was under time-varied loading. With numerical inversion of laplace transform, some useful results were obtained for several kinds of commonly encountered loadings. The results can be meaningful in engineering practice.
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