Bazănt, Z. P. and Novak, D. (2000). “Probabilistic nonlocal theory for quasi-brittle fracture initiation and size effect I Theory, and IL Application.” Journal of Engineering Mechanics, ASCE, Vol. 126, No. 2, pp. 166-185.10.1061/(ASCE)0733-9399(2000)126:2(166)Bazănt, Z. P. and Novak, D. (2000). “Probabilistic nonlocal theory for quasi-brittle fracture initiation and size effect I Theory, and IL Application.” Journal of Engineering Mechanics, ASCE, Vol. 126, No. 2, pp. 166-185.

Bazănt, Z. P. (1984). “Size effect in blunt fracture: Concrete, Rock, Metal.” Journal of Engineering Mechanics, pp. 518-535.10.1061/(ASCE)0733-9399(1984)110:4(518)Bazănt, Z. P. (1984). “Size effect in blunt fracture: Concrete, Rock, Metal.” Journal of Engineering Mechanics, pp. 518-535.

Bazănt, Z. P. (1999). “Size effect on structural strength.” Archive of Applied Mechanics, Vol. 69, pp. 703-725.10.1007/s004190050252Bazănt, Z. P. (1999). “Size effect on structural strength.” Archive of Applied Mechanics, Vol. 69, pp. 703-725.

Bazănt, Z. P. and Becq-Giraudon, E. (2002). “Statistical prediction of fracture parameters of concrete and implicaions for choice of testing standard.” Cement and Concrete Research, Vol. 32, pp. 529-556.10.1016/S0008-8846(01)00723-2Bazănt, Z. P. and Becq-Giraudon, E. (2002). “Statistical prediction of fracture parameters of concrete and implicaions for choice of testing standard.” Cement and Concrete Research, Vol. 32, pp. 529-556.

Bazănt, Z. P. and Oh, B. H. (1984). “Crack band theory for fracture of concrete.” Materiaux et Constructions, pp. 155-177.Bazănt, Z. P. and Oh, B. H. (1984). “Crack band theory for fracture of concrete.” Materiaux et Constructions, pp. 155-177.

Bazănt, Z. P. and Li, Z. (1996). “Zero-brittleness size-effect method for one-size fracture test of concrete.” Journal of Engineering Mechanics, pp. 458-468. 10.1061/(ASCE)0733-9399(1996)122:5(458)Bazănt, Z. P. and Li, Z. (1996). “Zero-brittleness size-effect method for one-size fracture test of concrete.” Journal of Engineering Mechanics, pp. 458-468.

Kim, J. K., Yi, S. T. and Tang, E. I. (1999). “Size effect for flexural compressive strength of concrete.” Journal of the Korea Concrete Institute, Vol. 11, No. 2, pp. 157-165.Kim, J. K., Yi, S. T. and Tang, E. I. (1999). “Size effect for flexural compressive strength of concrete.” Journal of the Korea Concrete Institute, Vol. 11, No. 2, pp. 157-165.

Korean Standards (2000). KS F 2408 Standard test method for flexural strength of concrete.Korean Standards (2000). KS F 2408 Standard test method for flexural strength of concrete.

Korean Standards (2010). KS F 2405 Standard test method for compressive strength of concrete.Korean Standards (2010). KS F 2405 Standard test method for compressive strength of concrete.

Korean Standards (2014). KS F 2403 Standard test method for making and curing concrete specimens.Korean Standards (2014). KS F 2403 Standard test method for making and curing concrete specimens.

Mehta, P. K. and Monteiro, P. J. M. (2006). Concrete-microstructure, properties and materials, McGraw-Hill, Third Edition.Mehta, P. K. and Monteiro, P. J. M. (2006). Concrete-microstructure, properties and materials, McGraw-Hill, Third Edition.

Park, K. S. and Ha, K. S. (2012). “Prediction of concrete fracture behavior and size effect by using finite element analysis.” Proceeding of the Korea Concrete Institute Conference, Vol. 24, No. 1, pp. 555-556.Park, K. S. and Ha, K. S. (2012). “Prediction of concrete fracture behavior and size effect by using finite element analysis.” Proceeding of the Korea Concrete Institute Conference, Vol. 24, No. 1, pp. 555-556.

Shim, J. W., Kwon, S. M., Yoo, T. S. Ahn, T. S. and Kim, N. Y. (2008). “Size-effect correction for pavement concrete flexural strength test.” Proceeding of the Korea Concrete Institute Conference, Vol. 20, No. 2, pp. 625-628.Shim, J. W., Kwon, S. M., Yoo, T. S. Ahn, T. S. and Kim, N. Y. (2008). “Size-effect correction for pavement concrete flexural strength test.” Proceeding of the Korea Concrete Institute Conference, Vol. 20, No. 2, pp. 625-628.

Van Mier, J. G. M. and Man, H. K. (2009). “Some notes on microcracking, softening, localization, and size effects.” International Journal of Damage Mechanics, Vol. 18, No. 3, pp. 283-309.10.1177/1056789508097545Van Mier, J. G. M. and Man, H. K. (2009). “Some notes on microcracking, softening, localization, and size effects.” International Journal of Damage Mechanics, Vol. 18, No. 3, pp. 283-309.

Yang, H. S. (2009). A study on size effect correction for concrete pavement flexural strength test, Master’s Thesis, Hanyang University.Yang, H. S. (2009). A study on size effect correction for concrete pavement flexural strength test, Master’s Thesis, Hanyang University.

Yoo, T. S., Han, S. H. and Yeom, S. K. (2004). Development of structural evaluation guidelines for portland cement concrete pavement, PA-04-09, Korea Expressway Corporation.Yoo, T. S., Han, S. H. and Yeom, S. K. (2004). Development of structural evaluation guidelines for portland cement concrete pavement, PA-04-09, Korea Expressway Corporation.