Research Article
Dec 1977
High-Strength Field Polymer Modified Concretes
Publication: Journal of the Structural Division
Volume 103, Issue 12
Abstract
The investigation showed that the rate of increase of slump due to the increase in the polymer/cement ratio (P/C) is less than that due to increasing the water/cement ratio (W/C). It also showed that the P/C optimum ratio within the workable range varies between 0.3 and 0.45 for any practicable W/C ratio below 0.6. It is also demonstrated that liquid polymers of the type used give better mix results when their viscosities are kept low. The polymer modified concrete in this investigation showed a tensile splitting strength increase of 255% and a compressive strength increase of 277% in the respective strengths of the control cylinders. The energy absorption characteristics of the polymer modified concrete (PMC) were almost 3½ times the control specimens making such concretes better suited to such structures as bridge decks and other dynamically loaded structures in addition to their superior serviceability performance in crack and deflection control due to their high tensile and compressive strengths as well as their higher resistance to aggressive environment.
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Information
Published In
Journal of the Structural Division
Volume 103 • Issue 12 • December 1977
Pages: 2307 - 2322
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Dec 1977
Published online: Feb 1, 2021
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Authors
Affiliations
Edward G. Nawy, F.ASCE
Prof. of Civ. Engrg., Rutgers Univ., The State Univ. of New Jersey, New Brunswick, N.J.
John A. Sauer
Prof. and Chmn., Dept. of Mechanics and Materials Sci., Rutgers Univ., The State Univ. of New Jersey, New Brunswick, N.J.
Maurice M. Ukadike, M.ASCE
Engr., Hardesty & Hanover, New York, N.Y.
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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.