Next Article in Journal
Phygital Enjoyment of the Landscape: Walkability and Digital Valorisation of the Phlegraean Fields
Previous Article in Journal
Points of Entry for Enhancing Policymakers’ Capacity to Develop Green Economy Agenda-Setting
Previous Article in Special Issue
A Comparative Study of Optimised Embodied Carbon and Cost in RC Slab Structures
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
Systematic Review

Effect of Metakaolin and Biochar Addition on the Performance of 3D Concrete Printing: A Meta-Analysis Approach

1
Department of Civil Engineering, Aston University, Birmingham B4 7ET, UK
2
Department of Engineering, University of Cambridge, Cambridge CB 0FA, UK
3
Department of Civil Engineering, University of Birmingham, Birmingham B15 2TT, UK
4
Department of Chemical Engineering and Biotechnologies, Energy and Bioproducts Research Institute (EBRI), Aston University, Birmingham B4 7ET, UK
*
Authors to whom correspondence should be addressed.
Sustainability 2025, 17(23), 10725; https://doi.org/10.3390/su172310725
Submission received: 12 October 2025 / Revised: 18 November 2025 / Accepted: 26 November 2025 / Published: 30 November 2025

Abstract

Three-dimensional (3D) concrete printing (3DCP) is an emerging digital construction technology that enables geometrically complex structures with reduced labour, material waste, and formwork. However, the sustainability of 3DCP remains constrained by its heavy reliance on Portland cement, a major source of global CO2 emissions. This study systematically examines metakaolin (MK) and biochar (BC) as sustainable additives for 3DCP, focusing on their independent effects on mechanical performance, printability, dimensional stability, and environmental impact. A comprehensive literature review (2015 to June 2025) identified 254 publications, of which 21 met the inclusion criteria for quantitative meta-analysis, contributing a total of 95 datasets for compressive and flexural strength. Pooled effect sizes were calculated using a random-effects model, supported by risk-of-bias and heterogeneity analyses. The results indicate statistically significant improvements in mechanical properties, with an overall pooled ratio of means (ROM) of 1.12 (95% CI: 1.06–1.20; I2 = 48.9%), representing the overall mechanical performance effect across all datasets, while ROM for compressive and flexural strength was calculated separately in the main analysis. Meta-regression revealed that BC increased compressive and flexural strengths by 7% and 9%, respectively, while MK achieved greater enhancements of 21% and 13.4%. Optimum performance was observed at 15–20% MK for compressive strength and 10–15% for flexural strength, whereas BC performed best at 3–5% and 2–5%, respectively. BC contributed to CO2 reductions of up to 43% through clinker substitution and biogenic carbon sequestration. These findings demonstrate that MK and BC are complementary eco-efficient modifiers capable of enhancing both structural and environmental performance in 3DCP. Future research should address long-term durability, standardisation of printing parameters, and cradle-to-grave life cycle assessments to strengthen practical implementation.
Keywords: 3D concrete printing; metakaolin; biochar; sustainability; carbon sequestration; mechanical performance; supplementary cementitious materials 3D concrete printing; metakaolin; biochar; sustainability; carbon sequestration; mechanical performance; supplementary cementitious materials

Share and Cite

MDPI and ACS Style

Iqbal, I.; Kasim, T.; Inqiad, W.B.; Besklubova, S.; Sadrolodabaee, P.; Nowakowski, D.J.; Rahman, M. Effect of Metakaolin and Biochar Addition on the Performance of 3D Concrete Printing: A Meta-Analysis Approach. Sustainability 2025, 17, 10725. https://doi.org/10.3390/su172310725

AMA Style

Iqbal I, Kasim T, Inqiad WB, Besklubova S, Sadrolodabaee P, Nowakowski DJ, Rahman M. Effect of Metakaolin and Biochar Addition on the Performance of 3D Concrete Printing: A Meta-Analysis Approach. Sustainability. 2025; 17(23):10725. https://doi.org/10.3390/su172310725

Chicago/Turabian Style

Iqbal, Imtiaz, Tala Kasim, Waleed Bin Inqiad, Svetlana Besklubova, Payam Sadrolodabaee, Daniel Jozef Nowakowski, and Mujib Rahman. 2025. "Effect of Metakaolin and Biochar Addition on the Performance of 3D Concrete Printing: A Meta-Analysis Approach" Sustainability 17, no. 23: 10725. https://doi.org/10.3390/su172310725

APA Style

Iqbal, I., Kasim, T., Inqiad, W. B., Besklubova, S., Sadrolodabaee, P., Nowakowski, D. J., & Rahman, M. (2025). Effect of Metakaolin and Biochar Addition on the Performance of 3D Concrete Printing: A Meta-Analysis Approach. Sustainability, 17(23), 10725. https://doi.org/10.3390/su172310725

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop