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| Title: | Determination of preconsolidation pressure through permeability measurement. | Authors: | Karunaratne, G.P. Tan, S.A. Lee, S.L. |
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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