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Re-examination of compaction characteristics of fine-grained soils

Pandian, NS and Nagaraj, TS and Manoj, M (1997) Re-examination of compaction characteristics of fine-grained soils. In: Geotechnique, 47 (2). pp. 363-366.

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Standard Proctor compaction test data were generated for 3 soils with liquid limit water contents ranging from 48% to 84%. It has been established that by defining a soil by its liquid limit and coarse fraction, the path of compaction for a specific compactive effort can be predicted via a simple density-water content-liquid limit relationship. (Abstract quotes from original text)

Item Type: Journal Article
Publication: Geotechnique
Publisher: Thomas Telford
Additional Information: Copyright of this article belongs to Thomas Telford.
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 04 Aug 2011 04:46
Last Modified: 05 Nov 2018 10:16
URI: http://eprints.iisc.ac.in/id/eprint/38381

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