Concrete Maturity Method Using Variable Temperature Curing for Normal-Strength Concrete Mixes. II: Theoretical Study-Reference-Cited by-同舟云学术

Concrete Maturity Method Using Variable Temperature Curing for Normal-Strength Concrete Mixes. II: Theoretical Study

Published:2008-12 Issue:12 Volume:20 Page:735-741
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kim Taewan¹²,Rens Kevin L.¹²

Affiliation:

1. BK Research Assistant Professor, Dept. of Constructional and Environmental System Engineering, Sungkyunkwan Univ., Korea; formerly, Ph.D. Graduate Student and Professional Research Assistant, Dept. of Civil Engineering, Univ. of Colorado at Denver, Campus Box 113, Denver, CO 80217-3364.

2. Professor, Dept. of Civil Engineering, Univ. of Colorado at Denver, Campus Box 113, Denver, CO 80217-3364 (corresponding author).

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%282008%2920%3A12%28735%29

Reference14 articles.

1. Viscoelasticity of porous solidifying material concrete;Bazant Z. P.;J. Engrg. Mech. Div.,1977

2. Byfors J. (1980). “Plain concrete at early age.” Res. Rep. No. F3:80 Swedenish Cement and Concrete Research Inst. Stockholm Sweden.

3. Kim T. (2004). “Concrete maturity: A quantitative understanding of how early-age temperature affect the maturity concept.” Doctoral thesis Univ. of Colorado at Boulder Boulder Colo.

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