Elastomeric Effect of Natural Rubber Latex on Compressive Strength of Concrete at High Temperatures-Reference-Cited by-同舟云学术

Elastomeric Effect of Natural Rubber Latex on Compressive Strength of Concrete at High Temperatures

Published:2011-12 Issue:12 Volume:23 Page:1697-1702
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Muhammad Bala¹²³⁴,Ismail Mohammad¹²³⁴,Haron Zaiton¹²³⁴,Ali Yussuf Abdirahman¹²³⁴

Affiliation:

1. Senior Lecturer, Faculty of Civil Engineering, Univ. Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia (corresponding author).

2. Professor, Faculty of Civil Engineering, Univ. Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia.

3. Senior Lecturer, Faculty of Civil Engineering, Univ. Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia.

4. Senior Lecturer, Faculty of Chemical Engineering and Natural Resources, Univ. Teknologi Malaysia, 81310 Skudai, Johor Bahru, Malaysia.

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.1943-5533.0000338

Reference24 articles.

1. Bala M. (2009). “Impact of natural rubber latex on engineering properties of concrete.” Ph.D. thesis Univ. Teknologi Malaysia Johor Bahru Malaysia.

2. Making void-free cement-latex blend using morphology and thermal degradation analysis;Bala M.;Indian Concr. J.,2009

3. SBR latex modified mortar rheology and mechanical behaviour

4. Pore pressure and drying of concrete at high temperatures;Bazant Z.;J. Eng. Mech. Div.,1978

5. British Standards Institution (BSI). (1986). “Testing concrete–Methods for mixing and sampling fresh concrete in the laboratory.” BS 1881-125:1986 London.

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