Time Effect of Alkali-Aggregate Reaction on Performance of Concrete

Author:

Mohamed Osama A.12345,Rens Kevin L.12345,Stalnaker Judith J.12345

Affiliation:

1. P.E., Associate Members, ASCE

2. P.E., Member, ASCE

3. Engr. in Training, PhD Candidate, Dept. of Civ. Engrg., Univ. of Colorado at Boulder, Boulder, CO 80309-0428; formerly, Master's Student, Univ. of Colorado at Denver, Denver, CO 80217-3364.

4. Asst. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, CO 80217-3364.

5. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, CO 80217-3364.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference6 articles.

1. •ASTM. ( 1996). “Standard specification for portland cement.” C 150-96 West Conshohocken Pa.

2. Douglass C. T. McHenrym D. and Mielenz R. C. ( 1947). “Long time study of cement performance in concrete—Tests on 28 cements used in the parapet wall of Green Mountain Dam.” Mat. Lab. Rep. No. C-345 U.S Bureau of Reclamation Denver.

3. Factors Affecting Resistance of Concrete to Freezing and Thawing Damage

4. Pepper C. E. ( 1979). “Visual inspection.” Mat. Evaluation 37(12) 18–24.

5. Rens K. L. ( 1994). “An ultrasonic approach for nondestructive testing of deteriorating infrastructure: Use of direct sequence speed spectrum ultrasonic evaluation to detect imbedded steel deterioration.” PhD dissertation Iowa State University Ames Iowa.

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