Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/67832
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dc.titleAnalysis of flexible drains in Changi reclamation
dc.contributor.authorKarunaratne, G.P.
dc.contributor.authorTan, S.A.
dc.contributor.authorLee, S.L.
dc.contributor.authorChoa, V.
dc.date.accessioned2014-06-18T05:31:38Z
dc.date.available2014-06-18T05:31:38Z
dc.date.issued1989
dc.identifier.citationKarunaratne, G.P.,Tan, S.A.,Lee, S.L.,Choa, V. (1989). Analysis of flexible drains in Changi reclamation. Canadian Geotechnical Journal 26 (3) : 401-417. ScholarBank@NUS Repository.
dc.identifier.issn00083674
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/67832
dc.description.abstractVertical drains and surchage were used to accelerate the consolidation of soft marine clay under the second runway at the Changi Airport site. To study this problem further, the consolidation of a strip of layered clay deposit under a large reclamation is analysed as a two-dimensional problem in accordance with Biot's theory using the finite difference method. The operating soil parameters determined by back analysing the field observations in a pilot test were then utilized to predict the behaviour of the main works. As the equivalent soil is obtained by equating the average degree of consolidation, pore pressures cannot be predicted accurately within the drain area. However, the trend of pore pressure variation across the test site is implied by the analysis. The trend showed that pore pressures outside the drain area are found to influence the settlement and pore pressure inside the drain area, causing retardation in the consolidation of the drain area. -from Authors
dc.sourceScopus
dc.typeOthers
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleCanadian Geotechnical Journal
dc.description.volume26
dc.description.issue3
dc.description.page401-417
dc.identifier.isiutNOT_IN_WOS
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