BEHAVIOR OF SHRINKAGE-COMPENSATING CONCRETES SUITABLE FOR USE IN BRIDGE DECKS
The objective of the research reported here was to determine the expansion and shrinkage behavior of full depth concrete bridge deck sections, composite and non-composite, cast with shrinkage-compensating cement concrete. The specimens were stored at temperatures of 38 F (3.3 C), 70 F (20 C), 100 F (38 C) and one specimen was stored outside. All specimens were cured 7 days under wet burlap. The results indicate that residual compressive stresses can exist in the concrete after 120 days when appropriate restraint, appropriate shrinkage-compensating cements, and adequate curing are used.
- Find a library where document is available. Order URL: http://worldcat.org/isbn/UILUENG746014
- See also PB-228 982. Report on Illinois Cooperative Highway Research Program Series-154. Prepared in cooperation with Illinois State Dept. of Transportation, Springfield.
University of Illinois, Urbana-ChampaignDepartment of Theoretical and Applied Mechanics
Urbana, IL USA 61801
Washington, DC USA 20590
Springfield, IL USA 62706
- Borrowman, P E
- Seeber, K E
- Kesler, C E
- Publication Date: 1974-6
- Pagination: 44 p.
- TRT Terms: Bridge decks; Cement additives; Concrete; Concrete curing; Expansion; Expansive cement; Formulations; Humidity; Residual stress; Shrinkage
- Old TRIS Terms: Expansion (Construction phenomena)
- Subject Areas: Bridges and other structures; Highways; Materials;
- Accession Number: 00091302
- Record Type: Publication
- Source Agency: National Technical Information Service
- ISBN: UILU-ENG-74-6014
- Report/Paper Numbers: T/AM-392 Intrm Rpt.
- Files: NTIS, TRIS, USDOT
- Created Date: Jun 26 1975 12:00AM