Published July 2014 | Version v1
Journal article

Calcination of kaolinite clay particles for cement production: A modeling study

  • 1. Department of Energy Technology, Aalborg University, 9220 Aalborg East (Denmark)
  • 2. FLSmidth A/S, Vigerslev Allé 77, 2500 Valby (Denmark)

Description

Kaolinite rich clay particles calcined under certain conditions can attain favorable pozzolanic properties and can be used to substitute part of the CO2 intensive clinker in cement production. To better guide calcination of a clay material, a transient one-dimensional single particle model is developed, which fully addresses the conversion process of raw kaolinite particles suspended in hot gas. Particles are discretized into a number of spherical cells, on each of which mass, momentum, energy and species conservation equations are numerically solved by using the finite volume method. Reactions considered in the model include dehydration, dehydroxylation and various phase transformations. Thermogravimetric analysis is used to determine reaction kinetic data required as inputs in the model and to validate the model. Finally, model-based sensitivity analysis is performed, from which quantitative guidelines for calcination condition optimization are derived. - Highlights: • A general 1D mathematical model for single clay particle calcination is developed. • The model fully addresses momentum, heat and mass transfer and all the reactions. • Experiments are performed to determine kinetic data of the key reactions. • The model is verified by different means, including experimental results. • Sensitivity study is done to address key assumptions and derive useful guidelines

Availability note (English)

Available from http://dx.doi.org/10.1016/j.cemconres.2014.04.002

Additional details

Identifiers

DOI
10.1016/j.cemconres.2014.04.002;
PII
S0008-8846(14)00077-5;

Publishing Information

Journal Title
Cement and Concrete Research
Journal Volume
61-62
Journal Page Range
p. 11-19
ISSN
0008-8846
CODEN
CCNRAI

Optional Information

Copyright
Copyright (c) 2014 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.