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CLC number: TU91
On-line Access: 2024-08-27
Received: 2023-10-17
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Stable response of axisymmetric two-phase water-saturated soil
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CAI Yuan-qiang, MENG Kai, XU Chang-jie. Stable response of axisymmetric two-phase water-saturated soil[J]. Journal of Zhejiang University Science A, 2004, 5(9): 1022-1027.
@article{title="Stable response of axisymmetric two-phase water-saturated soil",
author="CAI Yuan-qiang, MENG Kai, XU Chang-jie",
journal="Journal of Zhejiang University Science A",
volume="5",
number="9",
pages="1022-1027",
year="2004",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2004.1022"
}
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%DOI 10.1631/jzus.2004.1022
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T1 - Stable response of axisymmetric two-phase water-saturated soil
A1 - CAI Yuan-qiang
A1 - MENG Kai
A1 - XU Chang-jie
J0 - Journal of Zhejiang University Science A
VL - 5
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SP - 1022
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%@ 1869-1951
Y1 - 2004
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.2004.1022
Abstract: Biot’s dynamic consolidation equations and Hankel transform were used to derive the integral solutions of stress and displacement for axisymmetric harmonic excitations in the two-phase saturated soil with subjacent rock-stratum. The influence of the coefficient of permeability and loading frequency on the soil displacement at the ground surface were studied. The results showed that higher loading frequency led to more dynamic characteristics; and that the effect of the soil permeability was more obvious at higher frequencies.
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