Freeze–Thaw Resistance of Lightweight Concrete and Aggregate at Different Freezing Rates-Reference-Cited by-同舟云学术

Freeze–Thaw Resistance of Lightweight Concrete and Aggregate at Different Freezing Rates

Published:2008-01 Issue:1 Volume:20 Page:78-84
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mao Jize¹²,Ayuta Koichi¹²

Affiliation:

1. Associate Professor, College of Civil Engineering, Harbin Engineering Univ., 145 Nantong St., Nangang District, Harbin 150001, China.

2. Professor, Dept. of Civil Engineering, Kitami Institute of Technology, 165 Koen-cho, Kitami 090-8507, Japan.

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%3A1%2878%29

Reference11 articles.

1. ACI Committee 213. (2003). “Guide for structural lightweight aggregate concrete.” ACI 17 Farmington Hills Mich.

2. Hasegawa T. (1985). “Influence of parameters of freezing and thawing test of concrete on test results.” Proc. Annual Report of Japan Cement Engineering Association 39 Cement Engineering Association Tokyo Japan 118–121 (in Japanese).

3. Japan Society of Civil Engineers (JSCE). (2002). “Standard specifications for concrete materials and construction.” JSCE 266 Tokyo Japan (in Japanese).

4. Mao J. Z. Ayuta K. Hanei T. and Matsui T. (2004). “Effects of lightweight coarse aggregate properties on freeze–thaw resistance.” Proc. Fourth Int. Conf. on Concrete under Severe Conditions—Environment and Loading Seoul South Korea 530–537.

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