Shaking Table Test on Dynamic Response of Pile Foundations in Liquefiable Sites
|更新时间:2026-02-03
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Shaking Table Test on Dynamic Response of Pile Foundations in Liquefiable Sites
“The research progress in the field of seismic resistance of pile foundations in saturated sandy soil in Nanning was introduced. Experts conducted large-scale shaking table tests to provide experimental basis and engineering reference for seismic design of pile foundations in Nanning and similar areas.”
Advanced Engineering SciencesPages: 1-8(2026)
作者机构:
1.同济大学 土木工程学院地下建筑与工程系,上海 200092
2.土木工程防灾减灾全国重点实验室,上海 200092
3.广西防灾减灾与工程安全重点实验室,广西 南宁 530004
4.浙江大学 海洋学院,浙江 舟山 316021
作者简介:
基金信息:
DOI:
CLC:TU 473
Published Online:03 February 2026,
稿件说明:
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马驰,梅国雄,钱建固.可液化砂土桩基动力响应振动台试验研究[J].工程科学与技术,
MA Chi,MEI Guoxiong,QIAN Jiangu.Shaking Table Test on Dynamic Response of Pile Foundations in Liquefiable Sites[J].Advanced Engineering Sciences,
MA Chi,MEI Guoxiong,QIAN Jiangu.Shaking Table Test on Dynamic Response of Pile Foundations in Liquefiable Sites[J].Advanced Engineering Sciences,DOI:10.12454/j.jsuese.202500982.XXXX,XX(XX):1‒8.
Shaking Table Test on Dynamic Response of Pile Foundations in Liquefiable Sites