TECHNICAL NOTES
Dec 1, 1991

Fabric of Field‐ and Laboratory‐Compacted Clay

Publication: Journal of Geotechnical Engineering
Volume 117, Issue 12

Abstract

The fabric of a medium plastic clay soil has been characterized by the distribution of the sizes of the void spaces in the soil. The soil has been compacted in the field by static—and vibratory—segmented pad rollers with different energies and water contents. Laboratory compaction by impact and kneading procedures was also conducted with different energies and water contents. Pore-size distribution was determined by mercury-intrusion porosimetry for each of the various as-compacted conditions created. Differences in the distributions were said to infer differences in soil fabric. Different energy levels created different fabric at comparable water contents relative to optimum. Only on the wet side of optimum for standard proctor energy could the fabric of laboratory and field compaction be labelled similar. It was concluded that for all other conditions the fabric of field compacted soil should be considered different from that produced by laboratory compaction. No laboratory procedure appears capable of always reproducing the fabric of field-compacted soil. Thus, there appears to be no substitute, today, for testing the field-compacted soil when behavior parameters are being determined.

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References

1.
Day, S. R., and Daniel, D. E. (1985). “Hydraulic conductivity of two prototype clay liners.” J. Geotech. Engrg., ASCE, 111(8), 957–970.
2.
Diamond, S. (1970). “Pore size distributions in clays.” Clays and Clay Minerals, 18, 7–23.
3.
Reed, M. A., Lovell, C. W., Altschaeffl, A. G., and Wood, L. E. (1979). “Frost‐heaving rate predicted from pore‐size distribution.” Canadian Geotech. J., 16(3), 463–472.
4.
Selig, E. T. (1971). “Unified system for compactor performance specification.” Paper No. 710727, Soc. of Automotive Engrs., Sept., 1–12.
5.
Washburn, E. W. (1921). “Note on a method of determining the distribution of pore sizes in a porous material.” Proc, National Academy of Sciences, 7, 115–116.
6.
White, D. (1980). “The fabric of a medium plastic clay compacted in the laboratory and in the field,” thesis presented to Purdue University, at West Lafayette, Indiana, in partial fulfillment of the requirements for the degree of Master of Civil Engineering.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 117Issue 12December 1991
Pages: 1934 - 1940

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Published online: Dec 1, 1991
Published in print: Dec 1991

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Authors

Affiliations

S. Prapaharan, Member, ASCE
Sr. Staff Engr., Woodward‐Clyde Consultants, Wayne, NJ 07470
D. M. White
Sr. Engr., Schaefer‐Dixon & Assoc., Redlands, CA 92373
A. G. Altschaeffl, Fellow, ASCE
Prof. of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907

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