Pandian, NS and Sridharan, A and Krishnan, KS (1994) Improved velocity method for the determination of coefficient of consolidation. In: Geotechnical testing journal, 17 (1). pp. 113-118.
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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: | Editorials/Short Communications |
|---|---|
| Publication: | Geotechnical testing journal |
| Publisher: | ASTM international |
| Additional Information: | Copyright of this article belongs to ASTM international. |
| Keywords: | Soil mechanics;Laboratory test;Consolidation;Velocity Settlement;Load;Drainage;Method study. |
| Department/Centre: | Division of Mechanical Sciences > Civil Engineering |
| Date Deposited: | 13 Apr 2011 06:22 |
| Last Modified: | 05 Nov 2018 10:17 |
| URI: | http://eprints.iisc.ac.in/id/eprint/36544 |
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