Optimization of Cementitious Material Content for Sustainable Concrete Mixtures-Reference-Cited by-同舟云学术

Optimization of Cementitious Material Content for Sustainable Concrete Mixtures

Published:2012-06 Issue:6 Volume:24 Page:745-753
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Liu Rui¹,Durham Stephan A.²,Rens Kevin L.³,Ramaswami Anu⁴

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Univ. of Colorado Denver, Campus Box 113, P.O. Box 173364, Denver, CO 80217 (corresponding author). E-mail: rui.liu@ucdenver.edu

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Colorado Denver, Campus Box 113, P.O. Box 173364, Denver, CO 80217.

3. Professor and Chair, Dept. of Civil Engineering, Univ. of Colorado Denver, Campus Box 113, P.O. Box 173364, Denver, CO 80217.

4. Professor and Director, Dept. of Civil Engineering, Center for Sustainable Infrastructure Systems, Univ. of Colorado Denver, Campus Box 113, P.O. Box 173364, Denver, CO 80217.

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%29MT.1943-5533.0000444

Reference28 articles.

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2. ASTM. (2002). “Standard test method for fundamental transverse longitudinal and torsional resonant frequencies of concrete specimens.” C215-02 West Conshohocken PA.

3. ASTM. (2004a). “Standard specification for Portland cement.” C150-04 West Conshohocken PA.

4. ASTM. (2004b). “Standard test method for compressive strength of cylindrical concrete specimens.” C 39/C 39M-04a West Conshohocken PA.

5. ASTM. (2005). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” C1202-05 West Conshohocken PA.

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