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References

[1] P.E. Stutzman, Applications of scanning electron microscopy in cement and concrete petrography, in Petrography of Cementitious Materials, S.M. DeHayes and D. Stark, eds, ASTM STP 1215, pp. 74-90

[2] D.P. Bentz and P.E. Stutzman, SEM analysis and computer modelling of hydration of portland cement particles, in Petrography of Cementitious Materials, S.M. DeHayes and D. Stark, eds, ASTM STP 1215, pp. 60-73

[3] P.E. Stutzman and J.R. Clifton, Specimen Preparation for Scanning Electron Microscopy, Proc. of the 21st Internat. Conf. On Cement Microscopy, L. Jany and A. Nisperos, eds., ICMA, Duncanville. TX pp. 10-22, 1999

[4] S. Mindess and J.F. Young, Concrete (Prentice-Hall, Englewood Cliffs, NJ, 1981); P. K. Mehta and P.J.M. Monteiro, Concrete: Structure, Properties, and Materials (Prentice-Hall, Englewood Cliffs, New Jersey, 1993).

[5] E.J. Garboczi, Finite Element and Finite Difference Programs for Computing the Linear Electric and Elastic Properties of Digital Images of Random Materials, NIST Internal Report 6269.

[6] T. Mura, Micromechanics of defects in solids: 2nd edition (Martinus Nijhoff, Hingham, MA, 1987).

[7] W.C. Carter, S.A.Langer, and E.R. Fuller, The OOF Manual: Version 1.0, NIST Internal Report 6256 (November, 1998); also at http://www.ctcms.nist.gov/, click on "Software."

[8] S.P. Timoshenko and J.N. Goodier, Theory of Elasticity (McGraw-Hill, NY, 1970).

[9] David Bright, National Institute of Standards and Technology, http://www.nist.gov/lispix/LxDoc/home.html

[10] Z. Bazant and J. Planas, Fracture and Size Effect in Concrete and Other Quasi-Brittle Materials (CRC Press, Boca Raton, 1998).

[11] E.N. Landis, E.N. Nagy, and D.T. Keane, Microtomographic Measurements of Internal Damage in Portland Cement-Based Composites. Journal of Aerospace Engineering 10, 2-6 (1997).

[12] E.J. Garboczi, Stress, displacement, and expansive cracking around a single spherical aggregate under different expansive conditions, Cem. Conc. Res. 27, 495-500 (1997).


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