Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74407
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dc.titleTime-dependent deformation of anchored excavation in soft clay
dc.contributor.authorLee, S.I.
dc.contributor.authorParnploy, U.
dc.contributor.authorYong, K.Y.
dc.contributor.authorLee, F.H.
dc.date.accessioned2014-06-19T05:52:34Z
dc.date.available2014-06-19T05:52:34Z
dc.date.issued1991
dc.identifier.citationLee, S.I.,Parnploy, U.,Yong, K.Y.,Lee, F.H. (1991). Time-dependent deformation of anchored excavation in soft clay : 241-246. ScholarBank@NUS Repository.
dc.identifier.isbn9054100192
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74407
dc.description.abstractExcessive movement of excavation support system may result in construction delays and damages to underground services, roads and near-by buildings. It was observed in the field that after excavation, the support system continue to deform even though there was no further excavation. In this paper, the time-dependent deformation of anchored excavation in soft clay was analysed by using a fully coupled consolidation analysis with elasto-plastic soil model. Computed deformation of the excavation support system was found to be in close agreement with field performance of an anchored sheet pile wall which was carefully monitored during excavation.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.page241-246
dc.identifier.isiutNOT_IN_WOS
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