1.Architectural Institute of Japan, “Recommendations for Practice of Crack Control in Reinforced Concrete Buildings (Design and Construction)”, AIJ, 2006.

2.Japan Concrete Institute, “Research committee report on shrinkage of concrete”, 2010.

3.Hashida, H., Kikuchi, T., Mochida, Y., and Hirai, Y., “Evaluation for strain behaviour and stress of reinforced concrete member with expansive concrete”, Proceedings of the Japan Concrete Institute, 2011, Vol.33, No.1, pp.557-562.

4.Choi, H. G., Tsujino, M., Kitagaki, R., and Noguchi, T., “Expansion-Contraction Behaviors and Cracking Control Effects of Expansion Concrete in Buildings”, The 5th Inter-national Conference of Asian Concrete Federation, 2012, ACF2012-0096, Session3-2.

5.Hyodo, H., Tanimura, M., Fujita, H., and Banchi, S., “Influence of limestone aggregate on shrinkage properties of concrete”, Proceedings of the Japan Concrete Institute, 2009, Vol.31, No.1, pp.571-576.

6.JIS A 1129-2, “Methods of measurement for length change of mortar and concrete : Part 2:Method with contact-type strain gauge”, 2010.

7.Maruyama, I., Park, S. G., and Noguchi, T., “Properties of high performance concrete in early age under quasi-complete restraint condition”, Proceedings of the Japan Concrete Institute, 2003, Vol.25, No.1, pp.485-490.

8.Hayano, H., Maruyama, I., and Noguchi, T., “Evaluation of cracking potential of high-strength concrete induced by auto-geneous shrinkage under the quasi-complete restraint condition”, Journal of Structural and Construction Engineering, 2008, Vol.73, No.623, pp.19-26.

9.Hashida, H., Kikuchi, T., Tsujino, M., and Tanaka, H., “Low Shrinkage Concrete with both Expansive additive and Limestone aggregates (Part3 Initial expansion force and Shrinkage Reducing Effect)”, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 2010, pp.927-928.

10.Momose, H., and Kanda, T., “Quantitative Estimation of Drying Shrinkage Reduction Effects due to an Expansive Additive”, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 2011, pp.1367-1373

11.Hayano, H., Maruyama, I., and Noguchi, T., “Evaluation of Cracking Potential of High-Strength Concrete due to Autogeneous Shrinkage Under the Quasi-comolete Restraint Condition and Verification Using Micropore Volume”, Taiheiyo cement kenkyu hokoku, 2010, No.158, pp.13-21.

12.Yoneda, S., Takeda, N., Song, S., and Haga, T., “Tensile properties of concrete with low-heat cements”, Proceedings of Annual conference of the Japan Society of Civil Engineers, 1992, Vol.47, No.5, pp.904-905.

13.Kovler, K., “Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage”, Materials and Structures, 1994, Vol.27, No.6, pp.324-330.

14.Park, S. G., Maruyama, I., Noguchi, T., and Gomi, H., “Stress property of expansive concrete under simulated-complete restraint test at early age, Proceedings of the Japan Concrete Institute, 2003, Vol.25, No.1, pp.191-196.

15.Shiraishi, R., Nakayama, H., Takao, N., and Gotoh, T., “Effects of type of cement, admixture and aggregate on the thermal expansion coefficient of hardened cement pastes and concretes”, Research paper of Mitsubishi Materials Corporation Cement Research Institute, 2010, No.11, pp.33-40.