Chapter
Apr 26, 2012

Fresh Concrete Lateral Pressure On Formwork

Publication: Construction Research Congress: Wind of Change: Integration and Innovation

Abstract

Knowledge of concrete pressure is critical for the economical and safe design of formwork for concrete construction. This paper summarizes results a study conducted to improve the prediction of fresh concrete lateral pressures on formwork. Research tasks were to collect data published in the last 25 years on concrete lateral pressure against formwork, and analyze this data with regards to the effects of various cement types, admixtures, and placement rates. Recommendations are presented which include applying unit weight and chemistry modification factors to the previous ACI 347R-94 lateral pressure prediction equations and extending the placement rates over which the equations are applicable. These recommendations have been adopted in ACI 347-01.

Get full access to this chapter

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

Information & Authors

Information

Published In

Go to Construction Research Congress
Construction Research Congress: Wind of Change: Integration and Innovation
Pages: 1 - 8

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

J. Michael Barnes
Graduate Research Assistant, Construction Engineering and Management, Dept. of Civil Engineering, North Carolina State University, Raleigh, NC 27695-7908
David W. Johnston
F.ASCE
Professor, Associate Head, and Director of Graduate Programs, Dept. of Civil Engineering, North Carolina State University, Raleigh, NC 27695-7908

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.

Cited by

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 Paper
$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 Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share