Research Article
Jun 1978
Horizontal Sup-Form Construction-Low Slump Concrete
Publication: Journal of the Construction Division
Volume 104, Issue 2
Abstract
Low slump (less than 25 mm) concrete when properly proportioned can be used for horizontal slip-form construction of elongated concrete structures 5 ft (1.5 m) or more in height. Elimination of conventional forms saves time, labor, and material costs thereby making this construction method relatively economical. A limitation of the method has been the lack of information on the mechanical behavior of low slump concrete in its fresh state. The mortar-voids mix design method provided an effective means for control of test variables including the water-cement ratio, cement content, and mortar content. Other variables included temperature, air content, and particle shape. Using 6-in. x 12-in. (152-mm x 305-mm) cylindrical samples of fresh concrete, the unconfined compression test was used for evaluation of the yield stress, ultimate strength and elastic and plastic moduli. Experimental data are summarized showing these mechanical properties plotted versus the test variables.
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Information
Published In
Journal of the Construction Division
Volume 104 • Issue 2 • June 1978
Pages: 179 - 190
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jun 1978
Published online: Feb 11, 2021
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Authors
Affiliations
Frederick T. Hsia
Project Materials Engr., U.S. Forest Service, California Region; formerly, Transportation Research Engr., Michigan Dept. of State Highways and Transportation, Lansing, Mich.
Orlando B. Andersland, M.ASCE
Prof. of Civ. Engrg., Michigan State Univ., East Lansing, Mich.
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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.