TECHNICAL PAPERS
Mar 1, 1984

Shock Vibration Effects on Freshly Placed Concrete

Publication: Journal of Construction Engineering and Management
Volume 110, Issue 2

Abstract

Freshly placed (green) concrete is vulnerable to weakening of its properties if subjected to forces which disrupt the concrete matrix during the formative bond development process. Insufficient qualitative data, relating to the establishment of shock‐type vibration limits for green concrete has been found in the engineering community. This shortage of substantiative information and a job schedule requiring concurrent concrete placement and excavation blasting dictated the need to obtain reliable data on the extent to which green concrete could be shock‐vibrated without detrimental effects. An extensive laboratory and field test program provided conclusive information to support a significant increase in the commonly imposed green concrete shock‐vibration limits. Although green concrete was subjected to very high vibration levels, no critical damage limit was ever reached. Associated reinforcement bond tests questions the ACI 318–77 application of “Top Bar” factors to horizontal wall splices.

Get full access to this article

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

References

1.
“In‐SITU Dynamic Elastic Moduli of Concrete During Curing Process for Maine Yankee Atomic Power Plant, Wiscassett, Maine,” Weston Geophysical Research, Inc., Weston, Mass.
2.
“Measurements of Vibrations Caused by Construction Equipment and Blasting Report RR172,” Apr., 1971, Department of Highways, Ontario, Canada.
3.
Waddell, Joseph, J., “Practical Quality Control for Concrete,” McGraw‐Hill Book Co., 1962, par. 7–8, Autogenous Healing.
4.
“Measured Vibration Levels, Blast Shock Testing on Curing Concrete—Final Summary Report,” S. A. Alsup & Associates, Inc., Aug. 12, 1977 (Prepared for Public Service Company of New Hampshire).

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 110Issue 2March 1984
Pages: 266 - 285

History

Published online: Mar 1, 1984
Published in print: Mar 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Allen J. Hulshizer, F. ASCE
Consulting Engr., United Engineers & Constructors Inc., Philadelphia, Pa.
Ashok J. Desai, M. ASCE
Struct. Engr., United Engineers & Constructors Inc., Philadelphia, Pa.

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 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