Influence of Ultrafine Fly Ash on the Early Age Response and the Shrinkage Cracking Potential of Concrete-Reference-Cited by-同舟云学术

Influence of Ultrafine Fly Ash on the Early Age Response and the Shrinkage Cracking Potential of Concrete

Published:2005-02 Issue:1 Volume:17 Page:45-53
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Subramaniam Kolluru V.¹²³⁴⁵,Gromotka Roman¹²³⁴⁵,Shah Surendra P.¹²³⁴⁵,Obla Karthik¹²³⁴⁵,Hill Russell¹²³⁴⁵

Affiliation:

1. Assistant Professor, Civil Engineering Dept., City College of New York, New York, NY 10031.

2. Engineer, Krupp Uhde GmbH∕Thyssenkrupp AG, Dortmund, NRW, 44141, Germany.

3. Walter P. Murphy Professor, Civil Engineering Dept., Nothwestern Univ., Evanston, IL 60208.

4. Director of Research and Materials Engineering, NRMCA, Silver Spring, MD 20910.

5. Vice President, Technology Development Group, Boral Material Technologies Inc., San Antonio, TX 78229.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A1%2845%29

Reference33 articles.

1. Allampalli S. and Owens F. (2000). “In-service performance of high performance concrete bridge decks.” Transportation Research Record 1696 Transportation Research Board Washington D.C. 193–196.

2. Fly ash for use in concrete—A critical review;Berry E. E.;ACI J.,1980

3. Day R. L. (1990). “Strength durability and creep of fly-ash concrete. Part II.” Serviceability and Durability of Construction Materials—Proc. 1st Materials Engineering Conf. Part 2 Denver 864–873.

4. Ultrafine particles for the making of very high strength concretes

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