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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/67895
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dc.titleDetermination of preconsolidation pressure through permeability measurement.
dc.contributor.authorKarunaratne, G.P.
dc.contributor.authorTan, S.A.
dc.contributor.authorLee, S.L.
dc.date.accessioned2014-06-18T05:32:16Z
dc.date.available2014-06-18T05:32:16Z
dc.date.issued1983
dc.identifier.citationKarunaratne, G.P.,Tan, S.A.,Lee, S.L. (1983). Determination of preconsolidation pressure through permeability measurement.. Improvement of ground. Proc. 8th European conference on soil mechanics and foundation engineering, Helsinki, 1983. Vol. 1 : 53-54. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/67895
dc.description.abstractOf the key indicators useful in assessing a soil improvement method, settlement and preconsolidation pressure are more reliable than pore pressure, especially in high plastic soft clays. A bilinear relationship between void ratio and coefficient of permeability helps to pinpoint the preconsolidation pressure.-from Authors
dc.sourceScopus
dc.typeOthers
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleImprovement of ground. Proc. 8th European conference on soil mechanics and foundation engineering, Helsinki, 1983. Vol. 1
dc.description.page53-54
dc.identifier.isiutNOT_IN_WOS
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