1Holland, T. and Gerwick, B. (1983)."Cracking of Mass Concrete Placed Under Water,"Concrete International,April, pp. 29-36.
2Schindler,A.K.-(2002). "Concrete Hydration, Temperature Development, and Setting at Early-Ages," Ph. D. Dissertation, The University of Texas at Austin, Texas.
3Schindler A.K., and Folliard K.J. (2005). "Heat of hydration models for cementitious materials," ACI Materials Journal, Vol. 102, No. 1, 2005, pp. 24-33.
4RILEM TC - 119. Thermal cracking in concrete at early age[M] . Munich : The Publishing Company of RIL EM , 1994.
5J. J. Brooks, A. F. AI-kaisi. Early Strength Development of Portland and Slag Cement Concretes Cured at Elevated Temperature[J]. ACI Material Journal, Sep-Oct, 1990,503.
6N. J. Gardner. Efect of Temperature on the Early-Age Properties of Type Ⅰ, Type Ⅲ and Type Ⅰ /Fly ash Concrete[J].ACI Material Journal, Jan-Feb, 1990,68-78.
7Francis A. Oluokun, Edwin G. Burdete, J. Harold Deatherage. Early-Age concrete Strength Prediction by Maturity-Another Look[J]. ACI Structural Journal, Nov-Dec, 1990, 565-572.
4Rachel J. Detwiler, Knut O Kjell, Odd E. Gjr? v. Resistance to chloride intrusion of concrete cured[J]. ACI Materials Journal, 1991, 88(1):19-24.
5Mehta P K., Gerwick B. C. Jr. Cracking-corrosion interaction in concrete exposed to marine environment [ J ]. Concrete International,1981, 88(1) :101 - 112.
6H. H. Patel, C. H. Bland, A. B. Poole. The microstructure of concrete cured at elevated temperatures [J ]. Cement and Concrete Research,1995, 25(3) :485 - 490.
7Rachel J. Detwiler. Use of supplementary cementing materials to increase the resistance of chloride ion penertration of concretes cured at elevated temperatures[J]. ACI Materials Journal, 1994, 91 ( 1 ): 63 -66.
8刘伟.[D].长沙:中南大学,2002.
9Standard Test Method for Electrical Indication of Concrete' s Ability to Resist Chloride Ion Penertration[J]. ASTM C 1202 -94.
10J. Paya, J. Monzo, M. Ⅴ. Borrachero, et al. Mechanical treatment of fly ashes Part Ⅳ, Strength development of ground fly ash-cement mortars cured at different temperatures [J]. Cement and Concrete Research, 2000, 30(4) :543 - 551.