dc.contributor.author | Jeng, DS | |
dc.contributor.author | Zhang, H | |
dc.date.accessioned | 2017-05-03T14:30:51Z | |
dc.date.available | 2017-05-03T14:30:51Z | |
dc.date.issued | 2005 | |
dc.date.modified | 2009-09-09T07:17:03Z | |
dc.identifier.issn | 0029-8018 | |
dc.identifier.doi | 10.1016/j.oceaneng.2005.01.005 | |
dc.identifier.uri | http://hdl.handle.net/10072/4304 | |
dc.description.abstract | The evaluation of the wave-induced liquefaction potential is particularly important for coastal engineers involved in the design of marine structures. Most previous investigations of the wave-induced liquefaction have been limited to two-dimensional non-breaking waves. In this paper, the integrated three-dimensional poro-elastic model for the wave-seabed interaction proposed by [Zhang, H., Jeng, D.-S., 2005. An integrated three-dimensional model of wave-induced pore pressure and effective stresses in a porous seabed: I. A sloping seabed. Ocean Engineering 32(5/6), 701-729.] is further extended to simulate the seabed liquefaction potential with breaking wave loading. Based on the parametric study, we conclude: (1) the liquefaction depth due to breaking waves is smaller than that of due to non-breaking waves; (2) the degree of saturation significantly affects the wave-induced liquefaction depth, and no liquefaction occurs in full saturated seabed, and (3) soil permeability does not only significantly affect the pore pressure, but also the shear stresses distribution. | |
dc.description.peerreviewed | Yes | |
dc.description.publicationstatus | Yes | |
dc.format.extent | 766847 bytes | |
dc.format.mimetype | application/pdf | |
dc.language | English | |
dc.language.iso | eng | |
dc.publisher | Pergamon Press | |
dc.publisher.place | Oxford, UK | |
dc.publisher.uri | http://www.elsevier.com/wps/find/journaldescription.cws_home/320/description#description | |
dc.relation.ispartofstudentpublication | N | |
dc.relation.ispartofpagefrom | 1950 | |
dc.relation.ispartofpageto | 1967 | |
dc.relation.ispartofissue | 16 | |
dc.relation.ispartofjournal | Ocean Engineering | |
dc.relation.ispartofvolume | 32 | |
dc.rights.retention | Y | |
dc.subject.fieldofresearch | Oceanography | |
dc.subject.fieldofresearch | Civil engineering | |
dc.subject.fieldofresearch | Maritime engineering | |
dc.subject.fieldofresearch | Fluid mechanics and thermal engineering | |
dc.subject.fieldofresearchcode | 3708 | |
dc.subject.fieldofresearchcode | 4005 | |
dc.subject.fieldofresearchcode | 4015 | |
dc.subject.fieldofresearchcode | 4012 | |
dc.title | An integrated three-dimensional model of wave-induced pore pressure and effective stresses in a porous seabed: II. Breaking waves | |
dc.type | Journal article | |
dc.type.description | C1 - Articles | |
dc.type.code | C - Journal Articles | |
gro.rights.copyright | © 2005 Elsevier. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version. | |
gro.date.issued | 2005 | |
gro.hasfulltext | Full Text | |
gro.griffith.author | Zhang, Hong | |
gro.griffith.author | Jeng, Dong-Sheng | |