CLC number: TU473.1
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2015-01-12
Cited: 4
Clicked: 6236
Citations: Bibtex RefMan EndNote GB/T7714
Lei Su, Liang Tang, Xian-zhang Ling, Neng-pan Ju, Xia Gao. Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations[J]. Journal of Zhejiang University Science A, 2015, 16(2): 93-104.
@article{title="Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations",
author="Lei Su, Liang Tang, Xian-zhang Ling, Neng-pan Ju, Xia Gao",
journal="Journal of Zhejiang University Science A",
volume="16",
number="2",
pages="93-104",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1400093"
}
%0 Journal Article
%T Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations
%A Lei Su
%A Liang Tang
%A Xian-zhang Ling
%A Neng-pan Ju
%A Xia Gao
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 2
%P 93-104
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1400093
TY - JOUR
T1 - Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations
A1 - Lei Su
A1 - Liang Tang
A1 - Xian-zhang Ling
A1 - Neng-pan Ju
A1 - Xia Gao
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 2
SP - 93
EP - 104
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1400093
Abstract: During earthquakes, the response of pile foundations in liquefiable sand reinforced by densification techniques is still a very complex dynamic soil-structure interaction problem. Two shake-table experiments were conducted to investigate the behavior of a reinforced concrete (RC) low-cap pile group embedded in liquefiable soils. Discussion is focused on the behavior of soil-pile-superstructure systems prior to and during liquefaction of the medium-dense and dense sand stratums, which are involved in restoring force characteristics at the superstructure and pile group effect%29&ck%5B%5D=abstract&ck%5B%5D=keyword'>pile group effect. The test results demonstrated a stiffness reduction and dependent nonlinear behavior appearing in the liquefied medium-dense sand; however, an overall stiffening response was observed in liquefied dense sand. The pile group effect%29&ck%5B%5D=abstract&ck%5B%5D=keyword'>pile group effect seemed insignificant in liquefied medium-dense sand, but was very significant in the liquefied dense sand.
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