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: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor's University
2018-09-01
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| Series: | Journal of Engineering Science and Technology |
| Subjects: | |
| Online Access: | http://jestec.taylors.edu.my/Vol%2013%20issue%209%20September%202018/13_9_1.pdf |