Scaling of transient wave–soil interaction problems
dc.contributor.author | Xiao, Heng | en_US |
dc.contributor.author | Young, Yin Lu | en_US |
dc.contributor.author | Prévost, Jean H. | en_US |
dc.date.accessioned | 2010-06-02T19:50:52Z | |
dc.date.available | 2011-03-01T16:26:47Z | en_US |
dc.date.issued | 2010-06-10 | en_US |
dc.identifier.citation | Xiao, Heng; Young, Yin Lu; PrÉvost, Jean H. (2010). "Scaling of transient wave–soil interaction problems." International Journal for Numerical and Analytical Methods in Geomechanics 34(8): 839-858. <http://hdl.handle.net/2027.42/75786> | en_US |
dc.identifier.issn | 0363-9061 | en_US |
dc.identifier.issn | 1096-9853 | en_US |
dc.identifier.uri | https://hdl.handle.net/2027.42/75786 | |
dc.description.abstract | Within the framework of compressible multi-phase flow through deformable porous media, wave–soil interactions in the near-shore region during wave runup and drawdown are modeled. Critical non-dimensional parameters governing the interaction processes are identified. Within the context of wave basin and centrifuge wave tank facilities, we propose scaling relations for the experimental investigations of the transient and steady-state responses of wave–soil systems. Numerical simulations are conducted to illustrate and confirm the theoretical and scaling analyses. Based on the simulations results, the implications on the design of experiments and interpretation of results are discussed. Copyright © 2009 John Wiley & Sons, Ltd. | en_US |
dc.format.extent | 519960 bytes | |
dc.format.extent | 3118 bytes | |
dc.format.mimetype | application/pdf | |
dc.format.mimetype | text/plain | |
dc.publisher | John Wiley & Sons, Ltd. | en_US |
dc.subject.other | Engineering | en_US |
dc.subject.other | Civil and Mechanical Engineering | en_US |
dc.title | Scaling of transient wave–soil interaction problems | en_US |
dc.type | Article | en_US |
dc.rights.robots | IndexNoFollow | en_US |
dc.subject.hlbsecondlevel | Civil and Environmental Engineering | en_US |
dc.subject.hlbtoplevel | Engineering | en_US |
dc.description.peerreviewed | Peer Reviewed | en_US |
dc.contributor.affiliationum | Department of Naval Architecture and Marine Engineering, University of Michigan, Ann Arbor, MI 48109, U.S.A. | en_US |
dc.contributor.affiliationother | Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ 08544, U.S.A. ; Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ 08544, U.S.A. | en_US |
dc.contributor.affiliationother | Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ 08544, U.S.A. | en_US |
dc.description.bitstreamurl | http://deepblue.lib.umich.edu/bitstream/2027.42/75786/1/843_ftp.pdf | |
dc.identifier.doi | 10.1002/nag.843 | en_US |
dc.identifier.source | International Journal for Numerical and Analytical Methods in Geomechanics | en_US |
dc.owningcollname | Interdisciplinary and Peer-Reviewed |
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