TECHNICAL PAPERS
Nov 1, 1984

Fluid Conductivity Testing of Fine‐Grained Soils

Publication: Journal of Geotechnical Engineering
Volume 110, Issue 11

Abstract

Advective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was reviewed and found to be extremely variable, with the result that measurements on a given soil material often give variations of several orders of magnitude. An experimental program was completed using compacted clay soils to study several facets of laboratory testing practice, and a suitable test procedure for consistent results was developed. Recommendations on several important aspects of procedure are presented. The procedure was also evaluated with a synthetic lead‐zinc tailings leachate, and alteration of the test soils' hydraulic conductivity was evaluated and correlated with probable chemical interactions of the test permeants and soils.

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References

1.
Daniel, D. E., “Predicting Hydraulic Conductivity of Clay Liners,” Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 2, Feb., 1984, pp. 285–300.
2.
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3.
Dunn, R. J., and Mitchell, J. K., “Equipment for Measuring Saturated Hydraulic Conductivity in the Laboratory,” 1984, (to be submitted to the ASTM Geotechnical Testing Journal).
4.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 110Issue 11November 1984
Pages: 1648 - 1665

History

Published online: Nov 1, 1984
Published in print: Nov 1984

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Authors

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R. Jeffrey Dunn, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg., Campus Box 428, Univ. of Colorado, Boulder, Colo. 80309
James K. Mitchell, F. ASCE
Prof. and Chmn., Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif. 94720

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