Research Article
Nov 1967
Effect of Compaction on Strength of Soil-Cement
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VIEW THE REPLYAuthors: Nagih M. El-Rawi, AM.ASCE, T. Allan Haliburton, AM.ASCE, and Robert L. Janes, F.ASCEAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 6
Abstract
The effect of the method of compaction on the unconfined compressive strength of soil-cement mixtures for different molding water contents; cement contents, and curing time was investigated. Two methods of compaction—impact and kneading—were used. Method of compaction influences the unconfined compressive strength of soil-cement mixtures. Impact compaction produces higher strengths than kneading compaction for granular soils at all curing ages and molding water contents. For cohesive soil-cement mixtures, rate of strength gain depends on method of compaction.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 6 • November 1967
Pages: 195 - 208
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Nov 1967
Published online: Feb 12, 2021
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Affiliations
Nagih M. El-Rawi, AM.ASCE
Instructor, Coil. of Engrg., Univ. of Baghdad, Baghdad, Iraq
T. Allan Haliburton, AM.ASCE
Asst. Prof., Sch. of Civ. Engrg., Oklahoma State Univ., Sti1lwater, Okla.
Robert L. Janes, F.ASCE
Assoc. Prof., Sch. of Civ. Engrg., Oklahoma St ate Univ., Stillwater, Okla.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.