Co-calcination of kaolinitic clay and green liquor dregs to produce supplementary cementitious materials

This study investigated the effect of the co-calcination temperature (600, 700, and 800 °C) and the blending ratio of green liquor dreg (GLD) and kaolinitic clay (2:1, 1:1, 1:2) to produce a limestone calcined clay (LC2)-type supplementary cementitious material (SCM). The phase assemblage and hydration process of composite cements comprising CEM I and varying replacement ratios (15 and 30 wt%) of the produced SCM were evaluated. An effective co-calcination temperature of 700 °C was identified considering the chemical reactivity of the LC2-type SCM determined by the rapid, relevant, and reliable (R 3 ) testing. X-ray diffraction and scanning electron microscopy showed variations in the phase assemblage of the composite cements and the reference CEM I. Calcium carbonate from GLD and metakaolinite from the calcined clay contributed to the formation of carboaluminate in the composite cements, lowering its porosity. The 7- and 28-day compressive strengths of the mortars produced by replacing 15–30 wt% of the cement with this SCM, were comparable to those of the CEM I reference mortar. These findings demonstrate the industrial symbiosis potential between the paper and cement industries via applying co-calcination for resolving challenges for utilization of GLD, while producing a suitable kaolinitic clay based SCM. • A limestone calcined clay (LC2)-type SCM prepared using co-calcined GLD and kaolinite clay in cement composite. • Effects of different co-calcination parameters on SCM reactivity were systematically explored. • When these blends were used as SCM in blended cements, early hydration was enhanced, greater quantities of carboaluminates were formed. • The compressive strengths of the mortars produced with this SCM were comparable to those of the CEM I reference mortar.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-03-16
DOI
https://doi.org/10.1016/j.cscm.2025.e04520
Citations
7
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
6.67
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article

Co-calcination of kaolinitic clay and green liquor dregs to produce supplementary cementitious materials

Alastair Marsh, Elijah Adesanya, Juho Yliniemi, Susan A. Bernal et al.
7 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
6.67
article

Co-calcination of kaolinitic clay and green liquor dregs to produce supplementary cementitious materials

Alastair Marsh, Elijah Adesanya, Juho Yliniemi, Susan A. Bernal, Sreejith Krishnan
article en
7 citations

Abstract

This study investigated the effect of the co-calcination temperature (600, 700, and 800 °C) and the blending ratio of green liquor dreg (GLD) and kaolinitic clay (2:1, 1:1, 1:2) to produce a limestone calcined clay (LC2)-type supplementary cementitious material (SCM). The phase assemblage and hydration process of composite cements comprising CEM I and varying replacement ratios (15 and 30 wt%) of the produced SCM were evaluated. An effective co-calcination temperature of 700 °C was identified considering the chemical reactivity of the LC2-type SCM determined by the rapid, relevant, and reliable (R 3 ) testing. X-ray diffraction and scanning electron microscopy showed variations in the phase assemblage of the composite cements and the reference CEM I. Calcium carbonate from GLD and metakaolinite from the calcined clay contributed to the formation of carboaluminate in the composite cements, lowering its porosity. The 7- and 28-day compressive strengths of the mortars produced by replacing 15–30 wt% of the cement with this SCM, were comparable to those of the CEM I reference mortar. These findings demonstrate the industrial symbiosis potential between the paper and cement industries via applying co-calcination for resolving challenges for utilization of GLD, while producing a suitable kaolinitic clay based SCM. • A limestone calcined clay (LC2)-type SCM prepared using co-calcined GLD and kaolinite clay in cement composite. • Effects of different co-calcination parameters on SCM reactivity were systematically explored. • When these blends were used as SCM in blended cements, early hydration was enhanced, greater quantities of carboaluminates were formed. • The compressive strengths of the mortars produced with this SCM were comparable to those of the CEM I reference mortar.

Case Studies in Construction MaterialsVol. 22
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Concrete and Cement Materials Research
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