Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/67895
Title: Determination of preconsolidation pressure through permeability measurement.
Authors: Karunaratne, G.P. 
Tan, S.A. 
Lee, S.L. 
Issue Date: 1983
Source: 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
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