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.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Construction Division
Volume 104Issue 2June 1978
Pages: 179 - 190

History

Published in print: Jun 1978
Published online: Feb 11, 2021

Permissions

Request permissions for this article.

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.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share