Research Article
Jul 1970
Shrinkage and Shrinkage Restraints in Concrete Pavements
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 96, Issue 7
Abstract
Analysis of shrinkage stress in concrete beam and some laboratory tests to verify this analysis were carried out. Deformation due to drying shrinkage and thermal cycles was measured in the field on model and full-sized concrete pavements (with and without expansive components) to obtain the distribution of shrinkage strain, the restraint by subgrade, the combined strain due to drying shrinkage and thermal cycles and the effects of use of expansive concrete on shrinkage stresses. Shrinkage stress in concrete pavements was evaluated by these observations and supplemental laboratory tests. The result shows that shrinkage stresses in concrete pavements due to drying shrinkage are by no means small, especially warping shrinkage stresses due to restraint of curvature of pavements should be considered in the design of concrete pavements.
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Published In
Journal of the Structural Division
Volume 96 • Issue 7 • July 1970
Pages: 1333 - 1358
Copyright
© 1970 American Society of Civil Engineers.
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Published in print: Jul 1970
Published online: Feb 1, 2021
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Authors
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Shigeyoshi Nagataki
Assoc. Prof. of Tokyo Inst. of Technol., Dept. of Civ. Engrg., Tokyo, Japan. Res. Assoc. of Univ. of California, Dept. of Civ. Engrg., Berkeley, Calif.
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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.
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.