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

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.

Publication DOI: https://doi.org/10.3390/su172310725
Divisions: College of Engineering & Physical Sciences > Aston Logistics and Systems Institute
College of Engineering & Physical Sciences
College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering > Civil Engineering
College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering
College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering > Chemical Engineering & Applied Chemistry
Aston University (General)
Additional Information: Copyright © 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Uncontrolled Keywords: sustainability,carbon sequestration,mechanical performance,metakaolin,biochar,supplementary cementitious materials,3D concrete printing
Publication ISSN: 2071-1050
Last Modified: 10 Dec 2025 13:20
Date Deposited: 09 Dec 2025 15:05
Full Text Link:
Related URLs: https://www.mdp ... 050/17/23/10725 (Publisher URL)
PURE Output Type: Review article
Published Date: 2025-12-01
Published Online Date: 2025-11-30
Accepted Date: 2025-11-26
Authors: Iqbal, Imtiaz
Kasim, Tala (ORCID Profile 0000-0001-8840-7822)
Inqiad, Waleed Bin (ORCID Profile 0009-0008-8917-8986)
Besklubova, Svetlana
Sadrolodabaee, Payam (ORCID Profile 0000-0003-2789-4406)
Nowakowski, Daniel Jozef (ORCID Profile 0000-0001-8056-5316)
Rahman, Mujib (ORCID Profile 0000-0002-5177-4159)

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