Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests

Similar to fully saturated sand, the partially saturated sand can also liquefy under certain conditions during earthquakes. This study aims to characterize the seismic behaviour of partially saturated sand. Centrifuge shaking table tests were performed using the IWHR horizontal-vertical centrifuge s...

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Main Authors: Zhang Zitao, Xiao Jianzhang, Wei Yingqi, Cai Hong, Liang Jianhui, Yan Jun
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17002.pdf
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spelling doaj-9633427744ef47839f6786eba16471282021-02-02T00:15:55ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01921700210.1051/e3sconf/20199217002e3sconf_isg2019_17002Examining the seismic behaviour of partially saturated sand using centrifuge shaking table testsZhang ZitaoXiao JianzhangWei YingqiCai HongLiang JianhuiYan JunSimilar to fully saturated sand, the partially saturated sand can also liquefy under certain conditions during earthquakes. This study aims to characterize the seismic behaviour of partially saturated sand. Centrifuge shaking table tests were performed using the IWHR horizontal-vertical centrifuge shaker. The experimental results indicate that the liquefaction resistance of the partially saturated sand increases with decreasing the degree of saturation and with increasing the initial effective stress right before shaking. The boundary between the liquefied and un-liquefied sand becomes deeper and deeper during shaking.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17002.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Zhang Zitao
Xiao Jianzhang
Wei Yingqi
Cai Hong
Liang Jianhui
Yan Jun
spellingShingle Zhang Zitao
Xiao Jianzhang
Wei Yingqi
Cai Hong
Liang Jianhui
Yan Jun
Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
E3S Web of Conferences
author_facet Zhang Zitao
Xiao Jianzhang
Wei Yingqi
Cai Hong
Liang Jianhui
Yan Jun
author_sort Zhang Zitao
title Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
title_short Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
title_full Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
title_fullStr Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
title_full_unstemmed Examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
title_sort examining the seismic behaviour of partially saturated sand using centrifuge shaking table tests
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2019-01-01
description Similar to fully saturated sand, the partially saturated sand can also liquefy under certain conditions during earthquakes. This study aims to characterize the seismic behaviour of partially saturated sand. Centrifuge shaking table tests were performed using the IWHR horizontal-vertical centrifuge shaker. The experimental results indicate that the liquefaction resistance of the partially saturated sand increases with decreasing the degree of saturation and with increasing the initial effective stress right before shaking. The boundary between the liquefied and un-liquefied sand becomes deeper and deeper during shaking.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_17002.pdf
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AT weiyingqi examiningtheseismicbehaviourofpartiallysaturatedsandusingcentrifugeshakingtabletests
AT caihong examiningtheseismicbehaviourofpartiallysaturatedsandusingcentrifugeshakingtabletests
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