Brief Report
Dec 1973
Guidelines for Compaction Control of Fill
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 12
Abstract
This note answers three questions about compaction of fill: (1) by what standard can the suitability of fill compaction be judged; (2) when does the difference between an original density test and the repeat check or additional density test become significant; and (3) when does the difference between a lower than average density test and the fill average become significant as it is on this basis that recompaction must be considered? In attempting to answer these three questions and to set criteria, the writer is aware that each fill compaction job presents unique problems; therefore, the guidelines herein may not apply to all situations. It is hoped that this note will stimulate discussion and possible refinement of the data.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 12 • December 1973
Pages: 1189 - 1196
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Dec 1973
Published online: Feb 12, 2021
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Raymond J. Frost, M.ASCE
Resident Engr., High Island West Dam, Binnie and Partners, Hong Kong; formerly Field Control Engr., Mangla Dam. Binnie and Partners. West Pakistan, and Head of Soil Testing, Tarbela Dam, Tippetts-Abbett-McCarthy-Stratton, West Pakistan
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