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1.Korea Concrete Institute, Thermal Crack Control in Mass Concrete, Kimoondang Publishing Company, Seoul, Korea, 2010, 166 pp.
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2.Kanda, T., “Quantitative Evaluation of Shrinkage Cracking Initiation,” Concrete Journal, Vol. 43, No. 5, 2005, pp. 60-65.
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3.Kim, H. S., Han, S. B., and Kim, H. R., “Hydration Heat Analysis according to Heat Transfer Coefficient of Massive Concrete using Coarse Particle Cement,” Journal of Architectural Institute of Korea, Vol. 25, No. 5, 2009, pp. 63-70.
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4.Baek, D. I. and Kim, M. S., “Application of Heat Pipe for Hydration Heat Control of Mass Concrete,” Journal of the Korea Concrete Institute, Vol. 20, No. 2, 2008, pp. 157-164.
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5.Bamforth, P. B., Early-Age Thermal Crack Control in Concrete, CIRIA C660, London, 2007.
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6.BS 8110-2, Structural Use of Concrete-Part1: Code of Practice for Special Circumstances, British Standard, 1985, 23 pp.
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7.JSCE, Specification for Design and Construction of Concrete Structures (Construction part)-Mass Concrete, 1996, pp. 173-193.
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8.KS F 2403, Standard Test Method of Making and Curing Concrete Specimens, Korean Agency for Technology and Standard, 2010, pp. 1-8.
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9.KS F 2405, Standard Test Method for Compressive Strengthof Concrete, Korean Agency for Technology and Standard, 2010, pp. 1-6.
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10.KS F 2423, Method of Test for Splitting Tensile Strengthof Concrete, Korean Agency for Technology and Standard, 2006, pp. 1-7.
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11.ASTM C 1202, Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration, ASTM International, 2005, pp. 1-6.