Research Article
Aug 1958
Pressure Grouting Fine Fissures
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 84, Issue 3
Abstract
Standard field equipment and methods were used in grouting fine fissures between specially prepared concrete slabs in a laboratory study with various grout mixtures and pressures. The lowest water-cement ratio that could be used in grout with neat cement, cement plus fly ash, cement plus fly ash plus an intrusion aid, cement plus an intrusion aid, and cement plus calcium lignosulfonate, to penetrate fissures of 0.01, 0.02, and 0.03 in. width at 25, 50, and 100 psi was determined. The penetration characteristics and the quality of hardened grout films were determined with seven different grout compositions, neat cement, cement plus fly ash, cement plus fly ash plus calcium lignosulfonate, cement plus calcium lignosulfonate, cement plus finely ground water-quenched slag, cement plus pumicite, and cement plus finely ground calcined shale.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 84 • Issue 3 • August 1958
Pages: 1731-1 - 1731-36
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Aug 1958
Published online: Feb 12, 2021
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Authors
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Thomas B. Kennedy
Chf., Task Committee on Cement Grouting, Concrete Div., U.S. Army Engr. Waterways Experiment Station, Jackson, Miss.
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