{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,28]],"date-time":"2026-04-28T19:54:34Z","timestamp":1777406074123,"version":"3.51.4"},"reference-count":124,"publisher":"MDPI AG","issue":"2","license":[{"start":{"date-parts":[[2025,4,30]],"date-time":"2025-04-30T00:00:00Z","timestamp":1745971200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Ceramics"],"abstract":"<jats:p>Several studies have demonstrated that 3D-printed geopolymer concrete (3DPGPC) could be a sustainable solution to minimising waste, carbon emissions, and production costs, thereby providing quick completion of construction projects. However, for 3DPGPC to be widely adopted, it is essential to be aware of both the prospects as well as the limitations. In this regard, the scope of this perspective article includes a review of the limitations of 3DPGPC. Key limitations regarding the material, structural, technical, economic, and environmental aspects of 3DPGPC are highlighted. Additionally, this article includes the general limitations associated with geopolymer concrete. As such, geopolymer concrete suffers from several problems owing to varying alkaline activators and precursor types while exhibiting performance variability even within the same type of precursor. These limitations need to be addressed first in order to make progress in 3DPGPC. Following the limitations, this article then presents the research priorities in 3DPGPC, such as the need for a standardised code for its adoption in infrastructure projects. Hence, the information presented in this article is timely and crucial for all stakeholders in the low-carbon community. Furthermore, it serves as a call for future research to overcome the discussed limitations to realise the full potential of 3DPGPC technology.<\/jats:p>","DOI":"10.3390\/ceramics8020047","type":"journal-article","created":{"date-parts":[[2025,5,2]],"date-time":"2025-05-02T07:44:58Z","timestamp":1746171898000},"page":"47","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":6,"title":["Limitations and Research Priorities in 3D-Printed Geopolymer Concrete: A Perspective Contribution"],"prefix":"10.3390","volume":"8","author":[{"given":"Jyotirmoy","family":"Mishra","sequence":"first","affiliation":[{"name":"Department of Civil Engineering, Stellenbosch University, Stellenbosch 7602, South Africa"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-6232-6642","authenticated-orcid":false,"given":"Adewumi John","family":"Babafemi","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, Stellenbosch University, Stellenbosch 7602, South Africa"}]},{"given":"Riaan","family":"Combrinck","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, Stellenbosch University, Stellenbosch 7602, South Africa"}]}],"member":"1968","published-online":{"date-parts":[[2025,4,30]]},"reference":[{"key":"ref_1","unstructured":"(2025, February 02). 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