Sridharan, A. ; Prakash, K. (2003) Self weight consolidation: compressibility behavior of segregated and homogeneous finegrained sediments Marine Georesources & Geotechnology, 21 (2). pp. 73-80. ISSN 1064-119X
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Official URL: http://www.tandfonline.com/doi/abs/10.1080/7161004...
Related URL: http://dx.doi.org/10.1080/716100484
Abstract
Soil sediments formed during sedimentation will be either segregated or homogeneous in nature, depending upon the prevailing depositional environment. These sediments initially undergo self weight consolidation. The article reports information about the compressibility characteristics of soft sediments at very low effective stress levels due to self weight as a function of clay mineralogy.
| Item Type: | Article |
|---|---|
| Source: | Copyright of this article belongs to Taylor and Francis Group. |
| Keywords: | Clays; Clay Mineralogy; Compressibility; Fabric; Structure of Soils; Sedimentation |
| ID Code: | 83101 |
| Deposited On: | 17 Feb 2012 04:42 |
| Last Modified: | 17 Feb 2012 04:42 |
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