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|Title:||Determination of preconsolidation pressure through permeability measurement.||Authors:||Karunaratne, G.P.
|Issue Date:||1983||Citation:||Karunaratne, 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.||Abstract:||Of 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||Source Title:||Improvement of ground. Proc. 8th European conference on soil mechanics and foundation engineering, Helsinki, 1983. Vol. 1||URI:||http://scholarbank.nus.edu.sg/handle/10635/67895|
|Appears in Collections:||Staff Publications|
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