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dc.contributor.authorCha, Fred
dc.contributor.authorJeng, Dong S.
dc.contributor.authorBlumenstein, Michael
dc.contributor.authorZhang, Hong
dc.date.accessioned2020-11-23
dc.date.available2020-11-23
dc.date.issued2005en_AU
dc.identifier.urihttps://hdl.handle.net/2123/23946
dc.description.abstractIn the last decades, considerable efforts have been devoted to the phenomenon of wave-induced liquefactions, because it is one of the most important factors for analysing the seabed and designing marine structures. Although numerous studies of wave-induced liquefaction have been carried out, comparatively little is known about the impact of liquefaction on marine structures. Furthermore, most previous researches have focused on complicated mathematical theories and some laboratory work. In the present study, a data dependent approach for the prediction of the wave-induced liquefaction depth in a porous seabed is proposed, based on a multi-artificial neural network (MANN) method. Numerical results indicate that the MANN model can provide an accurate prediction of the wave-induced maximum liquefaction depth with 10% of the original database. This study demonstrates the capacity of the proposed MANN model and provides coastal engineers with another effective tool to analyse the stability of the marine sediment.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectWave-induced liquefactionen_AU
dc.subjectArtificial neural networksen_AU
dc.subjectMulti-artificial neural networken_AU
dc.titlePrediction of maximum wave-induced liquefaction in porous seabed using Multi-Artificial Neural Network model (No. R854)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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