Influence of Casting Temperature on the Heat of Hydration in Mass Concrete Foundation with Ternary Cements

Author:

Lee Mi Hwa1,Chae Young Seok2,Khil Bae Su3,Yun Hyun Do1

Affiliation:

1. Chungnam National University

2. Woosong University

3. Tripod Company

Abstract

This study is conducted to evaluate analytically the effect of casting temperature on the heat of hydration in mass concrete foundation with ternary cements and Type IV low heat cement. The mat foundation has the dimension of 15m length, 20m width and 3m depth. Casting temperatures considered for mat foundation consist of 10, 20 and 30C ̊. A commercial software MIDAS/Gen was used to analyze the hydration heat of mass concrete foundation. The maximum adiabatic temperature rise (K), and the coefficient of temperature rise˰˸α˹˰for thermal analysis were drawn from adiabatic temperature rise test. Analytical results show that blended cement PSLB_352 is the most effective to control the heat of hydration in mass concrete foundation and external temperature increases the maximum heat of hydration and crack probability of mat foundation with mass concrete.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Kang, S. H., Chung, C. H., Jeong, H. J., Lee, Y. H., and Park, C. L: A Study on the Evaluation of Thermal Stress of Massive Concrete Structure, Journal of Korea Concrete Institute, Vol. 7 ( 1995), p.126.

2. Kim, E. K., Kim, L. H., and Shin, C. B: Development of Temperature-analysis Program for Mass Concrete Using Finite Element Method, Journal of Korea Concrete Institute, Vol. 7 (1995), p.167.

3. Kim, J. K. and Yang, E. I: Factors for Hydration Heat and Thermal Stress in Mass Concrete, Journal of Korea Concrete Institute, Vol. 9 (1997), p.15.

4. Kim, J. K., Kim, K. H., and Yang, J. K: Thermal Analysis of the Heat of Hydration in Concrete with Considering Heat Reduction Techniques, Journal of Korea Concrete Institute, Vol. 7 (1995), p.176.

5. Korean Concrete Institute (KCI), Design code for structural concrete, (2012).

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