A determination of hydration mechanisms for tricalcium silicate using a kinetic cellular automaton model

被引:123
作者
Bullard, Jeffrey W. [1 ]
机构
[1] NIST, Mat & Construct Res Div, Gaithersburg, MD 20899 USA
关键词
D O I
10.1111/j.1551-2916.2008.02419.x
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 [材料科学与工程]; 080502 [材料学];
摘要
Reaction mechanisms for the early stages of hydration of tricalcium silicate (Ca3SiO5) have not been agreed upon, although theories have appeared in the literature. In this paper, a mechanistic description is proposed that is consistent with a wide range of reported experimental observations, and which is supported quantitatively by simulations using HydratiCA, a new three-dimensional microstructure model of chemical kinetics. Rate processes are quantitatively modeled using probabilistic cellular automaton algorithms that are based on the principles of transition state theory. The model can test alternate assumptions about the reaction paths and rate-controlling steps, making it a kind of experimental tool for investigating kinetics and interpreting experimental observations. It is used here to show that hydration of Ca3SiO5 is most likely controlled by nucleation and growth of a compositionally variable calcium silicate hydrate solid, mediated at very early times by a transient, thermodynamically metastable solid that rapidly covers and sharply reduces the dissolution rate of Ca3SiO5. This proposed mechanism involves important elements of two leading theories of Ca3SiO5 hydration, neither of which alone has been able to capture the full range of experimental data when tested by the model.
引用
收藏
页码:2088 / 2097
页数:10
相关论文
共 68 条
[1]
In situ quasi-elastic scattering characterization of particle size effects on the hydration of tricalcium silicate [J].
Allen, AJ ;
McLaughlin, JC ;
Neumann, DA ;
Livingston, RA .
JOURNAL OF MATERIALS RESEARCH, 2004, 19 (11) :3242-3254
[2]
Composition and density of nanoscale calcium-silicate-hydrate in cement [J].
Allen, Andrew J. ;
Thomas, Jeffrey J. ;
Jennings, Hamlin M. .
NATURE MATERIALS, 2007, 6 (04) :311-316
[4]
MECHANISM OF C3S DISSOLUTION AND PROBLEM OF THE CONGRUENCY IN THE VERY INITIAL PERIOD AND LATER ON [J].
BARRET, P ;
MENETRIER, D ;
BERTRANDIE, D .
CEMENT AND CONCRETE RESEARCH, 1983, 13 (05) :728-738
[5]
BARRET P, 1988, J AM CERAM SOC, V71, pC113
[6]
FILTER DISSOLUTION OF C3S AS A FUNCTION OF THE LIME CONCENTRATION IN A LIMITED AMOUNT OF LIME WATER [J].
BARRET, P ;
MENETRIER, D .
CEMENT AND CONCRETE RESEARCH, 1980, 10 (04) :521-534
[7]
Bentz D. P., 1995, MAT SCI CONCRETE 4, P155
[8]
Bentz DP, 1997, J AM CERAM SOC, V80, P3
[9]
Brown P.W., 1989, MAT SCI CONCRETE, P73
[10]
ANALYSES OF THE AQUEOUS PHASE DURING EARLY C3S HYDRATION [J].
BROWN, PW ;
FRANZ, E ;
FROHNSDORFF, G ;
TAYLOR, HFW .
CEMENT AND CONCRETE RESEARCH, 1984, 14 (02) :257-262