IMECH-IR  > 流固耦合系统力学重点实验室
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction
Li CF(李畅飞)1,2; Wang YF3; Gao FP(高福平)1,2; Yang LJ(杨鲤境)1,2
通讯作者Gao, Fu-Ping(fpgao@imech.ac.cn)
发表期刊APPLIED OCEAN RESEARCH
2022-12-01
卷号129页码:14
ISSN0141-1187
摘要Both transient and residual pore pressure responses are induced as ocean waves propagate over a silty seabed. In this study, the spatiotemporal evolution of excess pore pressure in a silty seabed under progressive waves was physically modelled in a large wave flume. Three typical stages were identified in the process of residual liquefaction via flume observations, including quasi-elastic, intensive build-up of residual pore pressure, and continuous liquefaction stages. During the initial quasi-elastic stage before the liquefaction of the silt bed, the transient pore pressure can be well predicted by the analytical solution based on poro-elastic theory. After that, the residual pore pressure builds up intensively to its maximum value, even in the case that the transient pore pressure is nearly negligible at deep soil layer. Once the residual liquefaction occurs, the poro-elastic theory becomes invalid for describing the pore pressure response. The residual liquefaction is not simultaneously induced within the entire bed, but gradually progresses downward from the shallow layer of the silt bed to deeper. The pore pressure amplitude is significantly amplified after the silt liquefies, while no amplitudeamplification was observed within the un-liquefied silt. An amplification ratio (zeta) is proposed to characterize the amplification effect and distinguish the onset of residual liquefaction. The value of zeta during the continuous liquefaction stage is found to be one order of magnitude larger than that in the quasi-elastic stage. Comparisons with the existing centrifuge tests further indicate that the critical cyclic stress ratio for the silt bed is much smaller than that for the sand bed, implying the silt bed is more prone to residual liquefaction.
关键词Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction
DOI10.1016/j.apor.2022.103401
收录类别SCI ; EI
语种英语
WOS记录号WOS:000899530300004
关键词[WOS]LIQUEFIED SOIL ; SAND ; PIPELINES
WOS研究方向Engineering ; Oceanography
WOS类目Engineering, Ocean ; Oceanography
资助项目National Natural Science Foundation of China ; Strategic Priority Research Program (Type -B) of Chinese Academy of Sciences ; [11825205] ; [12061160463] ; [XDB22030000]
项目资助者National Natural Science Foundation of China ; Strategic Priority Research Program (Type -B) of Chinese Academy of Sciences
论文分区二类/Q1
力学所作者排名1
RpAuthorGao, Fu-Ping
引用统计
被引频次:3[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/91270
专题流固耦合系统力学重点实验室
作者单位1.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China;
2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China;
3.Univ Melbourne, Fac Engn & Informat Technol, Dept Infrastruct Engn, Melbourne, Vic 3010, Australia
推荐引用方式
GB/T 7714
Li CF,Wang YF,Gao FP,et al. Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction[J]. APPLIED OCEAN RESEARCH,2022,129:14.
APA 李畅飞,Wang YF,高福平,&杨鲤境.(2022).Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction.APPLIED OCEAN RESEARCH,129,14.
MLA 李畅飞,et al."Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction".APPLIED OCEAN RESEARCH 129(2022):14.
条目包含的文件 下载所有文件
文件名称/大小 文献类型 版本类型 开放类型 使用许可
Jp2022FA021.pdf(5842KB)期刊论文出版稿开放获取CC BY-NC-SA浏览 下载
个性服务
推荐该条目
保存到收藏夹
查看访问统计
导出为Endnote文件
Lanfanshu学术
Lanfanshu学术中相似的文章
[李畅飞]的文章
[Wang YF]的文章
[高福平]的文章
百度学术
百度学术中相似的文章
[李畅飞]的文章
[Wang YF]的文章
[高福平]的文章
必应学术
必应学术中相似的文章
[李畅飞]的文章
[Wang YF]的文章
[高福平]的文章
相关权益政策
暂无数据
收藏/分享
文件名: Jp2022FA021.pdf
格式: Adobe PDF
此文件暂不支持浏览
所有评论 (0)
暂无评论
 

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。