A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shrinkage-Compensating Cement for Airport Pavement. Phase 2
Details of a research study on shrinkage-compensating concrete for airport pavements are presented. A total of 53 slab-type prisms 1 foot square and 8, 12, 16, or 20 inches thick were subjected to shrinkage, cooling, and heating. Concrete compressive stresses induced by expansion were calculated, as well as residual compressive stresses after losses due to shrinkage and cooling. The residual concrete compressive stresses, coupled with results from previous field applications of shrinkage-compensating concrete, are used as a basis for recommendation of transverse joint spacings up to 200 feet. (Author)
Shrinkage-Compensating Cement for Airport Pavement. Phase 2
Details of a research study on shrinkage-compensating concrete for airport pavements are presented. A total of 53 slab-type prisms 1 foot square and 8, 12, 16, or 20 inches thick were subjected to shrinkage, cooling, and heating. Concrete compressive stresses induced by expansion were calculated, as well as residual compressive stresses after losses due to shrinkage and cooling. The residual concrete compressive stresses, coupled with results from previous field applications of shrinkage-compensating concrete, are used as a basis for recommendation of transverse joint spacings up to 200 feet. (Author)
Shrinkage-Compensating Cement for Airport Pavement. Phase 2
J. R. Keeton (author)
1979
43 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Reinforced concrete , Pavements , Cements , Airports , Shrinkage , Compensation , Thickness , Thermal expansion , Heating , Cooling , Compressive properties , Residual stress , Expansion joints , Spatial distribution , Portland cements , Expansive cement concretes , Shrinkage compensating cements
Shrinkage-Compensating Cement for Airport Pavements
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