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
Corresponding AuthorGao, Fu-Ping([email protected])
Source PublicationAPPLIED OCEAN RESEARCH
2022-12-01
Volume129Pages:14
ISSN0141-1187
AbstractBoth 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.
KeywordPore pressure Wave loading Flume observation Silty seabed Seabed liquefaction
DOI10.1016/j.apor.2022.103401
Indexed BySCI ; EI
Language英语
WOS IDWOS:000899530300004
WOS KeywordLIQUEFIED SOIL ; SAND ; PIPELINES
WOS Research AreaEngineering ; Oceanography
WOS SubjectEngineering, Ocean ; Oceanography
Funding ProjectNational Natural Science Foundation of China ; Strategic Priority Research Program (Type -B) of Chinese Academy of Sciences ; [11825205] ; [12061160463] ; [XDB22030000]
Funding OrganizationNational Natural Science Foundation of China ; Strategic Priority Research Program (Type -B) of Chinese Academy of Sciences
Classification二类/Q1
Ranking1
ContributorGao, Fu-Ping
Citation statistics
Cited Times:5[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/91270
Collection流固耦合系统力学重点实验室
Affiliation1.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
Recommended Citation
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.Rp_Au:Gao, Fu-Ping
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.
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