Microscopic Modelling of Permeability in Cementitious Materials: Effects of Mechanical Damage and Moisture Conditions
Author:
Affiliation:
1. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China.
2. College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/19/11/19_1120/_pdf
Reference56 articles.
1. 1) Bentz, D. P., (1997). “Three-dimensional computer simulation of Portland cement hydration and microstructure development.” Journal of the American Ceramic Society, 80(1), 3-21.
2. 2) Bernard, F., Kamali-Bernard, S. and Prince, W., (2008). “3D multi-scale modelling of mechanical behaviour of sound and leached mortar.” Cement and Concrete Research, 38(4), 449-458.
3. 3) Bernard, O., Ulm, F.-J. and Lemarchand, E., (2003). “A multiscale micromechanics-hydration model for the early-age elastic properties of cement-based materials.” Cement and Concrete Research, 33(9), 1293-1309.
4. 4) Bishnoi, S. and Scrivener, K. L., (2009). “µic: A new platform for modelling the hydration of cements.” Cement and Concrete Research, 39(4), 266-274.
5. 5) Breysse, D., Gerard, B. and Lasne, M., (1994). “Experimental device to study cracking and deterioration of concrete.” Special Publication, 145, 1013-1032.
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