Time Dependent Driving Forces and the Kinetics of Tricalcium Silicate Hydration

Published

April 22, 2015

Author(s)

Jeffrey W. Bullard, George W. Scherer, Jeffrey J. Thomas

Abstract

Simulations of tricalcium silicate (C3S) hydration using a kinetic cellular automaton program, HydratiCA, indicate that the net rate depends both on C3S dissolution and on hydration product growth. Neither process can be considered the sole rate-controlling step because the solution remains significantly undersaturated with respect to C3S yet significantly supersaturated with respect to calcium silicate hydrate (C-S-H). The reaction rate peak is attributed to increasing coverage of C3S by C-S-H, which reduces both the dissolution rate and the supersaturation of C-S-H. This supersaturation dependence is included in a generalized boundary nucleation and growth model to describe the kinetics without requiring significant impingement of products on separate cement grains. The latter point explains the observation that paste hydration rates are insensitive to water/cement ratio. The simulations indicate that the product layer on C3S remains permeable; no transition to diffusion control is indicated, even long after the rate peak.

Citation

Cement and Concrete Research

Volume

74

Pub Type

Journals

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Keywords

cement hydration kinetics, computer modeling and simulation, boundary nucleation and growth

Citation

Bullard, J. , Scherer, G. and Thomas, J. (2015), Time Dependent Driving Forces and the Kinetics of Tricalcium Silicate Hydration, Cement and Concrete Research, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=913609 (Accessed October 11, 2024)