TECHNICAL PAPERS
Jun 15, 2010

Effective Porosity Measurement of a Marine Clay

Publication: Journal of Environmental Engineering
Volume 136, Issue 7

Abstract

Effective porosity commonly represents only the voids in soils or rock that contribute to the advective transport of groundwater. In the extreme case, all the pores or fractures are interconnected and contribute to the transport of groundwater. However, in most cases, some pores or fractures are dead-ended or isolated and, therefore, do not contribute to the advective movement of water through the soil or rock mass. The effective porosity is often estimated to be some fraction of the total porosity. The purpose of this study was to compare a glacial marine clay deposit’s effective and total porosities. The inner connection of the soil pores and the importance of the clay minerals on the pore spaces are at the root of the effective porosity testing described herein. Based on the results of three tracer tests on a low-plasticity, glacial marine clay, the effective porosity was found to be approximately equal to the total porosity within an error of less than 10%. Based on visual appearance of this uniform clay, the longitudinal dispersivity was assumed to be small compared to the tracer specimen length. However, it was found that larger test specimens would have made the tracer breakthrough curves less complicated.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 136Issue 7July 2010
Pages: 674 - 681

History

Received: May 5, 2009
Accepted: Dec 1, 2009
Published online: Jun 15, 2010
Published in print: Jul 2010

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John E. Sevee, M.ASCE [email protected]
P.E.
President, Sevee and Maher Engineers, Inc., Cumberland, ME 04021. Email: [email protected]

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