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References

[1] ASTM Annual Book of Standards, Vol. 04.01 Cement; Lime; Gypsum, American Society for Testing and Materials, West Conshohocken, PA, 2004.

[2] P. Hawkins, P. Tennis, R. Detwiler, "The use of limestone in Portland cement: A state-of-the-art review," EB227, Portland Cement Association, Skokie, IL, 2003 44 pp.

[3] V. Bonavetti, H. Donza, G. Menendez, O. Cabrera, E.F. Irassar, "Limestone filler cement in low w/c concrete : A rational use of energy," Cem Concr Res 33 (2003) 865-871.

[4] D.P. Bentz, J.T. Conway, "Computer modeling of the replacement of "coarse" cement particles by inert fillers in low w/c ratio concretes: hydration and strength," Cem Concr Res 31 (3) (2001) 503-506.

[5] D.P. Bentz, "Replacement of "coarse" cement particles by inert fillers in low w/c ratio concretes II: Experimental validation," Cem Concr Res 35 (1) (2005) 185-188.

[6] W.A. Klemm, L.D. Adams, "An investigation of the formation of carboaluminates," in: P. Klieger, R.D. Hooton (Eds.), Carbonate Additions to Cement, ASTM STP 1064, American Society for Testing and Materials, Philadelphia, PA, 1990, pp. 60-72.

[7] H.-J. Kuzel, H. Pollmann, "Hydration of C3A in the presence of Ca(OH)2, CaSO4·2H2O and CaCO3," Cem Concr Res 21 (1991) 885-895.

[8] V.L. Bonavetti, V.F. Rahhal, E.F. Irassar, "Studies on the carboaluminate formation in limestone filler-blended cements," Cem Concr Res 31 (2001) 853-859.

[9] G. Kakali, S. Tsivilis, E. Aggeli, M. Bati, "Hydration products of C3A, C3S and Portland cement in the presence of CaCO3," Cem Concr Res 30 (2000) 1073-1077.

[10] D.P. Bentz, "Three-dimensional computer simulation of cement hydration and microstructure development," J Amer Ceram Soc 80 (1) (1997) 3-21.

[11] D.P. Bentz, "CEMHYD3D: A three-dimensional cement hydration and microstructure development modelling package. Version 2.0," NISTIR 6485, April 2000.

[12] W.A. Gutteridge, J.A. Dalziel, "Filler cement: The effect of the secondary component on the hydration of portland cement," Cem Concr Res 20 (1990) 778-782.

[13] S.S. Beedle, G.W. Groves, and S.A. Rodger, "The effect of fine pozzolanic and other particles on the hydration of C3S," Adv Cem Res 2 (5) (1989) 3-8.

[14] H. Moosberg-Bustnes, B. Lagerblad, E. Forssberg, "The function of fillers in concrete," Mat Struct 37 (2004) 74-81.

[15] A. Nonat, "Interactions between chemical evolution (hydration) and physical evolution (setting) in the case of tricalcium silicate," Mat Struct 27 (1994) 187-195.

[16] Cement and Concrete Reference Laboratory, "Cement and Concrete Reference Laboratory Proficiency Sample Program: Final Report on Portland Cement Proficiency Samples Number 151 and 152," Gaithersburg, MD, April 2004, available at http://www.ccrl.us.

[17] L. Molina, On predicting the influence of curing conditions on the degree of hydration. CBI Report 5:92, Swedish Cement and Concrete Research Institute, Stockholm, 1992.

[18] D.P. Bentz, P.E. Stutzman, "SEM analysis and computer modelling of hydration of Portland cement particles," in: Petrography of Cementitious Materials, ASTM STP 1215, Eds. S.M. DeHayes and D. Stark, American Society for Testing and Materials, Philadelphia, pp. 60-73, 1994.

[19] D.P. Bentz, "Influence of water-to-cement ratio on hydration kinetics: Simple models based on spatial considerations," submitted to Cem Concr Res, 2004.

[20] S.A. Hartshorn, J.H. Sharp, and R.N. Swamy, "Thaumasite Formation in Portland-Limestone Cement Pastes," Cem Concr Res 29 (8) (1999) 1331-1340.

[21] Irassar, E.F., Bonavetti, V.L., Trezza, M.A., and Gonzalez, M.A., "Thaumasite Formation in Limestone Filler Cements Exposed to Sodium Sulphate Solution at 20 ºC," Cem Concr Comp 27 (1) (2005) 77-84.


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