Compaction Quality Control in Granular Shell of Earth Dam
Publication: Journal of Geotechnical Engineering
Volume 118, Issue 8
Abstract
The current procedure for controlling the quality of compaction in the granular shell of an earth dam is to compare the in situ density with the respective maximum laboratory density. This can be tedious on a routine basis during construction. A simple method is described here that does not replace but can readily enrich the results of the current procedure. It consists of taking readings at specified points on the settlements induced by the vibratory roller each time it goes over those points. The induced-settlement readings, correlated with the current results, provide additional data for controlling the attained in situ compaction. They are recorded and evaluated in two distinct forms: (1) the independent; and (2) the cumulative. In the first form, each reading starts fresh from zero, and in the second it is added successively to each new pass of the roller. Readings in the first form are seen primarily as point samples for quality control of compaction. Readings in the second describe the orbit traced by the settlements under repetitive dynamic loading. Finally, 630 results from a specific case are analyzed and commented on with reference to the two forms.
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References
1.
Earth manual. (1980). 2nd Ed., U.S. Depart, of the Interior, Water and Power Resour. Service, Washington, D.C., 38–41, 613–621, 760–778.
2.
Gordon, B. B., and Miller, R. K. (1966). “Control of earth and rock‐fill for Oroville Dam.” J. Soil Mech. and Found. Engrg., ASCE, May, 1–23.
3.
Kotzias, P. C., and Stamatopoulos, A. C. (1975). “Statistical quality control at the Kastraki earth dam.” J. Geotech. Engrg. Div., ASCE, 101(9), 837–853.
4.
“Quality control for fill dams.” (1986). Bulletin 56, Commission Internationale des Grands Barrages, Paris, France, 53.
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Copyright © 1992 ASCE.
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Published online: Aug 1, 1992
Published in print: Aug 1992
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