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Effect of clay mineralogy on coefficient of consolidation

Robinson, Retnamony G and Allam, Mehter M (1998) Effect of clay mineralogy on coefficient of consolidation. In: Clays and Clays Minerals, 46 (5). pp. 596-600.

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Official URL: http://www.clays.org/journal/archive/volume%2046/4...

Abstract

The coefficient of consolidation (Cv) signifies the rate at which a saturated clay undergoes 1-dimensional consolidation when subjected to an increase in pres- sure. Measured in cm2/s, C~ is a function of hydraulic conductivity, k (crn/s), coefficient of volume change, mv (cm2/kg), and unit weight of pore fluid, ~w (kg/cm3), and is expressed as:

Item Type: Journal Article
Additional Information: Copyright of this article belongs to The Clay Minerals Society.
Keywords: clay mineralogy;coefficient of consolidation;coefficient of volume change;consolidation; diffuse double layer;hydraulic conductivity;mechanical and physicochemical factors.
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 20 May 2009 08:02
Last Modified: 19 Sep 2010 05:02
URI: http://eprints.iisc.ernet.in/id/eprint/18453

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