ePrints@IIScePrints@IISc Home | About | Browse | Latest Additions | Advanced Search | Contact | Help

Compaction curves on volume basis

Prashanth, JP and Sivapullaiah, PV and Sridharan, A (1998) Compaction curves on volume basis. In: Geotechnical Testing Journal, 21 (1). pp. 58-65.

Full text not available from this repository. (Request a copy)
Official URL: http://www.astm.org/JOURNALS/GEOTECH/PAGES/261.htm


The compaction curves of soils are generally expressed in terms of dry density and water content. While this representation serves well to compare the efficiency of compaction of different soils whose specific gravities lie in a narrow range (2.6 to 2.7), it fails for materials of varying specific gravities. It has been shown that for fly ashes with a wide range of specific gravities the degree of compaction of different fly ashes cannot be compared from conventional compaction parameters. Compaction curves expressed on a volume basis, viz., volume of solids per unit volume of compacted sample or porosity or void ratio and volume of water per unit volume of solids, can better serve to explain the compaction. Further, it has been shown that for fly ashes of different specific gravities only compaction parameters expressed on a volume basis can be interrelated.

Item Type: Journal Article
Publication: Geotechnical Testing Journal
Publisher: ASTM International
Additional Information: Copyright of this article belongs to ASTM International.
Keywords: fly ash; specific gravity; compaction; void ratio; porosity; dry density; degree of saturation.
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 28 May 2009 10:28
Last Modified: 28 May 2009 10:28
URI: http://eprints.iisc.ac.in/id/eprint/18270

Actions (login required)

View Item View Item