Please use this identifier to cite or link to this item:
|Title:||Determination of preconsolidation pressure through permeability measurement.|
|Authors:||Karunaratne, G.P. |
|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|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Dec 15, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.