Variation of consolidation coefficient of expansive clays at high initial water content
The coefficient of consolidation is a fundamental parameter for estimating the rate of settlement of structures found on saturated clayey layers. In this study, twelve series of one-dimensional consolidometer tests were performed on both undisturbed and remoulded/reconstituted samples of an expansiv...
| Main Authors: | , |
|---|---|
| Format: | Journal Article |
| Published: |
School of engineering, Taylor's University College
2018
|
| Online Access: | http://jestec.taylors.edu.my/V13Issue9.htm http://hdl.handle.net/20.500.11937/74363 |