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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65996
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dc.titlePile-soil-pile interaction considering weakened zone of soil around piles
dc.contributor.authorChow, Y.K.
dc.date.accessioned2014-06-17T08:23:02Z
dc.date.available2014-06-17T08:23:02Z
dc.date.issued1991
dc.identifier.citationChow, Y.K. (1991). Pile-soil-pile interaction considering weakened zone of soil around piles. Computers and Geotechnics 12 (2) : 163-174. ScholarBank@NUS Repository.
dc.identifier.issn0266352X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65996
dc.description.abstractUnder working conditions, the effect of high shear strains in the soil due to loads acting on the piles is simulated by a numerical model which considers a weakened zone of soil around each pile in a linear elastic pile group settlement analysis. Two reported case histories of field tests on pile groups in clay are analysed and the results show that the consideration of this weakened zone better models the behaviour of pile groups under vertical working loads. © 1991.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleComputers and Geotechnics
dc.description.volume12
dc.description.issue2
dc.description.page163-174
dc.description.codenCGEOE
dc.identifier.isiutNOT_IN_WOS
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