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dc.contributor.authorZhao, H-Y
dc.contributor.authorJeng, D-S
dc.contributor.authorLiao, CC
dc.date.accessioned2019-03-21T00:06:43Z
dc.date.available2019-03-21T00:06:43Z
dc.date.issued2016
dc.identifier.issn0267-7261
dc.identifier.doi10.1016/j.soildyn.2015.10.004
dc.identifier.urihttp://hdl.handle.net/10072/142634
dc.description.abstractIn this paper, a two-dimensional integrated numerical model is developed to examine the influences of cross-anisotropic soil behaviour on the wave-induced residual liquefaction in the vicinity of a pipeline buried in a porous seabed. In the wave model, the RANS (Reynolds Averaged Navier–Stokes) equation is used to govern the wave motion. In the seabed model, the residual soil response in the vicinity of an embedded pipeline is considered with the 2-D elasto-plastic solution, where the phase-resolved shear stress is used as a source for the build-up of residual pore pressure. Classical Biot׳s consolidation equation is used for linking the solid-pore fluid interaction. The validation of the proposed integrated numerical model is conducted by the comparisons with the previous experimental data. Numerical examples show that the pore pressures can accumulate to a large value, thus resulting in a larger area of liquefaction potential in the given anisotropic soil compared to that with isotropic solution. The influences of anisotropic parameters on the wave-induced residual soil response in the vicinity of pipeline are significant. A high rate of pore pressure accumulation and dissipation is observed and the liquefaction potential develops faster as the anisotropic parameters increase. Finally, a simplified approximation based on a detailed parametric investigations is proposed for the evaluation of maximum liquefaction depth (zL) in engineering application.
dc.description.peerreviewedYes
dc.languageEnglish
dc.publisherElsevier
dc.relation.ispartofpagefrom40
dc.relation.ispartofpageto55
dc.relation.ispartofjournalSoil Dynamics and Earthquake Engineering
dc.relation.ispartofvolume80
dc.subject.fieldofresearchCivil Engineering not elsewhere classified
dc.subject.fieldofresearchGeophysics
dc.subject.fieldofresearchCivil Engineering
dc.subject.fieldofresearchcode090599
dc.subject.fieldofresearchcode0404
dc.subject.fieldofresearchcode0905
dc.titleEffects of cross-anisotropic soil behaviour on the wave-induced residual liquefaction in the vicinity of pipeline buried in elasto-plastic seabed foundations
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.hasfulltextNo Full Text
gro.griffith.authorZhao, Hongyi
gro.griffith.authorJeng, Dong-Sheng


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