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1.Gonnerman, H. F., “Effect of Size and Shape of Test Specimen on Compressive Strength of Concrete”, ASTM Proceedings, Vol. 25, No. 2, 1925, pp. 237-255.Google Search
2 
2.Blanks, R. F. and McNamara, C. C., “Mass Concrete Tests in Large Cylinder”, ACI Journal Proceedings, Vol. 31, No. 1, 1935, pp. 280-303.Google Search
3 
3.Neville, A. M., “A General Relation for Strength of Concrete Specimens of Different Shape and Size”, ACI Journal Proceedings, Vol. 63, No. 10, 1966, pp. 1095-1110.Google Search
4 
4.Kim, J. K., Yi, S. T., Park, C. K., and Eo, S. H., “Size Effect on Compressive Strength of Plain and Spirally Reinforced Concrete Cylinders”, ACI Structural Journal, Vol. 96, No. 1, 1999, pp. 88-94.Google Search
5 
5.Bažant, Z. P., “Size Effect in Blunt Fracture: Concrete, Rock, Metal,” Journal of Engineering Mechanics, ASCE, Vol. 110, No. 4, 1984, pp. 518-535.DOI
6 
6.Bažant, Z. P. and Planas, J., Fracture and Size Effect in Concrete and Other Quasibrittle Materials, CRC Press, 1998.Google Search
7 
7.Kim, J. K. and Eo, S. H., “Size Effect in Concrete Specimens with Dissimilar Initial Cracks”, Magazine of Concrete Research, Vol. 42, No. 153, 1990, pp. 233-238.DOI
8 
8.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary (ACI 318R-08), American Concrete Institute, Michigan, 2011.Google Search
9 
9.Comité Euro-International du Beton (CEB-FIP), Structural Concrete : Textbook on Behaviour, Design and Performance, International Federation for Structural Concrete (Fib), Lausanne, 1999.Google Search
10 
10.Sim, J. I. and Yang, K. H., “Influence of Specimen Geometries on the Compressive Strength of Lightweight Aggregate Concrete”, Journal of the Korea Concrete Institute, Vol. 24, No. 3, 2012, pp. 339-347.DOI
11 
11.Kim, J. K., Eo, S. H., Jang, J. S., and Cho, S. C., “Size Effect of Concrete Structures with Dissimilar Initial Cracks”, Journal of the Korea Concrete Institute, Vol. 2, No. 1, 1990, pp. 91-100.Google Search
12 
12.Bažant, Z. P. and Oh, B. H., “Crack Band Theory for Fracture of Concrete”, Materials and Structures, Vol. 16, No. 93, 1983, pp. 155-177.Google Search
13 
13.Kesler, C. E., “Effect of Length to Diameter Ratio on Compressive Strength-An ASTM Cooperative Investigation”, Proceeding, ASTM, Vol. 59, 1959, pp. 1216-1229.Google Search
14 
14.Yi, S. T., Yang, E. I., and Choi, J. C., “Effect of Specimen Sizes, Specimen Shapes, and Placement Directions on Compressive Strength of Concrete”, Nuclear Engineering and Design, Vol. 236, 2006, pp. 115-127.DOI
15 
15.Chung, H. W., “On Testing of Very Short Concrete Specimens”, Cement, Concrete, and Aggregate, ASTM, Vol. 11, No. 1, 1989, pp. 40-44.DOI
16 
16.Aitcin, P. C., Miao, B., Cook, W. D., and Mitchell, D., “Effect of Size and Curing on Cylinder Compressive Strength of Normal and High-Strength Concretes”, ACI Materials Journal, Vol. 91, No. 4, 1994, pp. 349-354.Google Search
17 
17.Sener, S., “Size Effect Tests of High Strength Concrete”, Journal of Materials in Civil Engineering, ASCE, Vol. 9, No. 1, 1997, pp. 46-48.DOI
18 
18.Kang, S. C. and Eun, H. C., “A Study on Size Effects of Square Cross-Section Specimens on Compressive Strength of Concrete”, Journal of Research Institute of Advanced Technology, Vol. 11, No. 1, 2000, pp. 177-182.Google Search