[1] Noguchi, T. and Tamura, M. (2001) Concrete Design toward Complete Recycling. Structural Concrete, 2, 155-167.
[2] Noguchi, T. (2008) Resource Recycling in Concrete: Present and Future. Stock Management for Sustainable Urban Regeneration, 4, 255-274.
[3] Hendriks, Ch.F. and Janssen, G.M.T. (2001) Construction and Demolition Waste: General Process. HERON, 46, 79-88.
[4] Shima, H., Tateyashiki, H., Matsuhashi, R. and Yoshida, Y. (2005) An Advanced Concrete Recycling Technology and its Applicability Assessment through Input-Output Analysis. Journal of Advanced Concrete Technology, 3, 53-67.
http://dx.doi.org/10.3151/jact.3.53
[5] Choi, H.S., Kitagaki, R. and Noguchi, T. (2014) Effective Recycling of Surface Modification Aggregate using Microwave Heating. Journal of Advanced Concrete Technology, 12, 34-45.
http://dx.doi.org/10.3151/jact.12.34
[6] Choi, H.S., Kitagaki, R. and Noguchi, T. (2012) A Study on the Completely Recovery of Surface Modification aggregate using Microwave and Effective Utilization. Proceedings of the 5th ACF International Conference, Pattaya, October 2012, Session 1-2, ACF2012-0093, 41-46.
[7] Kunio, Y. (2003) A Study on the Manufacturing Technology of High-Quality Recycled Fine Aggregate. Japan Concrete Institute, 25, 1217-1222.
[8] Shima, H. and Tateyashiki, H. (1999) New Technology for Recovering High-Quality Aggregate from Demolished Concrete. Proceedings of the 5th International Symposium on East Asian Recycling Technology, The M.M.P.I. in Japan 1999, 106-109.
[9] Tamura, M., Tomosawa, F. and Noguchi, T. (1997) Recycle-Oriented Concrete with Easy-to-Collect Aggregate. Cement Science and Concrete Technology, 51, 494-499.
[10] Tsujino, M., Noguchi, T., Tamura, M., Kanematsu, M. and Maruyama, I. (2007) Application of Conventionally Recycled Coarse Aggregate to Concrete Structure by Surface Modification Treatment. Journal of Advanced Concrete Technology, 5, 13-25.
http://dx.doi.org/10.3151/jact.5.13
[11] Value Engineering Benefits (2010) Concrete Recycling.org. Retrieved 2010-04-05.
[12] Mehta, P.K. and Moneiro, P.J.M. (2006) Concrete: Microstructure, Properties and Materials. McGraw-Hill Companies, New York.
[13] Diamond, S. and Huang, J. (2001) The ITZ in Concrete. Cement and Concrete Composite, 23, 59-64.
[14] Elsharief, A., Cohen, D. and Olek, J. (2003) Influence of Aggregate Size, Water Cement Ratio and Age on the Microstructure of the Interfacial Transition Zone. Cement and Concrete Research, 33, 1837-1849.
http://dx.doi.org/10.1016/S0008-8846(03)00205-9
[15] Robin, P.J. and Austin, S.A. (1995) A Unified Failure Envelope from the Evaluation of Concrete Repair Bond Tests. Magazine of Concrete Research, 47, 57-68.
http://dx.doi.org/10.1680/macr.1995.47.170.57
[16] Austin, S., Robins, P. and Pan, Y.G. (1999) Shear Bond Testing of Concrete Repair. Cement and Concrete Research, 29, 1067-1076.
http://dx.doi.org/10.1016/S0008-8846(99)00088-5
[17] McGill, S.L., et al. (1988) The Effects of Power Level on the Microwave Heating of Selected Chemicals and Minerals. Proceedings of the MRS Symposium, Nevada, April 1988, 124.
[18] Schneider, U. (1982) Behavior of Concrete at High Temperatures. Deutscher Ausschuss für Stahlbeton, Berlin, 28-33.
[19] Bazant, Z.P. and Kapaln, M.F. (1996) Concrete at High Temperatures: Material Properties and Mathematical Models. Prentice Hall, Upper Saddle River.
[20] Takeo, A., Fukujiro, F., Kuniyuki, T., Kenji, K. and Isao, K. (1999) Mechanical Properties of High-Strength Concrete at High Temperatures. Architectural Institute of Japan, 515, 163-168.
[21] Tsujino, M., Noguchi, T., Kitagaki, R. and Nagai, H. (2010) Completely Recyclable Concrete of Aggregate-Recovery Type by a New Technique Using Aggregate Coating. Architectural Institute of Japan, 75, 17-24.