

Physical Property of Self-Curing Concrete With Shrinkage Reducing Agent
Abstract
References
IS 10262 (2009). “Indian Standard Concrete Mix Proportioning Guidelines (First revision)”. [2] IS 456 (2000). “Indian Standard Code of Practice for Plain and Reinforced Concrete (Fourth revision)”. [3] IS 383 (1997). “Indian Standard Specification for Coarse and Fine Aggregates from Natural Sources for Concrete”. [4] IS: 2386-1963. “Methods of Test for Aggregates for Concrete – Part 3: Specific Gravity, Density, Voids, Absorption and Bulking, Bureau of Indian Standard”, New Delhi. [5] IS: 5816-1999. “Methods of Tests for Splitting Tensile Strength of Concrete”. [6] D.P. Bentz, P. Lura, J.W. Roberts. Mixture proportioning for internal curing, Concr Int. 2005; 27(2): 35–40p. [7] M.A. Kewalramani, R. Gupta. Experimental study of concrete strength through an eco-friendly curing technique, Adv Concrete Technol Concrete Struct Future. 2003. [8] N.R. Kholia, B.A. Vyas. Effect on concrete by different curing method and efficiency of curing compounds, Int J Adv Eng Technol. 2013; 57–60p. [9] S.N. Tatoba. Assessment of the properties of self-cured concrete, RGR. 2012. [10] ACI 305R-96, 1996, “Hot Weather Concreting, Manual of Concrete Practice”.
DOI: https://doi.org/10.37628/jwre.v3i1.197
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