Pandian, N. S. ; Sridharan, A. ; Kumar, K. S. (1994) Improved velocity method for the determination of coefficient of consolidation Geotechnical Testing Journal, 17 (1). pp. 113-118. ISSN 0149-6115
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Official URL: http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/GEOTE...
Related URL: http://dx.doi.org/10.1520/GTJ10079J
Abstract
Parkin (1978) suggested the velocity method based on the observation that the theoretical rate of consolidation and time factor plot on a log-log scale yields an initial slope of 1:2 up to 50% consolidation. A new method is proposed that is an improvement over Parkin's velocity method because it minimizes the problems encountered in using that method. The results obtained agree with the other methods in use.
| Item Type: | Article |
|---|---|
| Source: | Copyright of this article belongs to ASTM International. |
| Keywords: | Consolidation; Drainage; Velocity; Laboratory Test; Load; Settlement |
| ID Code: | 84600 |
| Deposited On: | 27 Feb 2012 03:48 |
| Last Modified: | 27 Feb 2012 03:48 |
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