{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,13]],"date-time":"2026-04-13T21:06:24Z","timestamp":1776114384111,"version":"3.50.1"},"reference-count":85,"publisher":"MDPI AG","issue":"7","license":[{"start":{"date-parts":[[2023,6,26]],"date-time":"2023-06-26T00:00:00Z","timestamp":1687737600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"Chaire Industrielle ECOSED, IMT Nord Europe"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Buildings"],"abstract":"<jats:p>Concrete 3D printing is one of the newest technologies in the field of construction. However, despite the various opportunities that this technique offers today, it still has a high environmental impact, as most 3D-printable materials contain high amounts of cement. On the other hand, due to the large volumes of soil excavated each year across the world, there is a pressing need for proper management to dispose of it or reuse it efficiently. This study aims to develop sustainable and resistant 3D-printable materials with low environmental impact using excavated soil. Firstly, a series of tests were carried out to find the most appropriate superplasticizer and the amount required to develop the printable mixtures. Next, the extrudability and buildability were evaluated and verified to validate the printability of the developed mixtures. A 3D laboratory printer was also used to validate the printability of the mixtures on a larger scale. Then, the fresh and hardened properties of the printable mixtures were investigated. Three printable mixtures were developed, with the most environmentally friendly mixture having a soil content of 1602 kg\/m3 and a cement content of 282 kg\/m3. The mixtures demonstrated satisfactory characteristics and properties in both fresh and hardened states. On the one hand, the mixtures were extrudable and buildable at two laboratory scales. On the other hand, the mixtures presented sufficient compressive strengths, ranging from 16 MPa to 34 MPa, despite their high soil content and low cement content. In addition, their compressive strengths were found to be higher than the minimum strength required for structural concrete. Consequently, this study highlights the possibility of developing ecological, sustainable and resistant mixtures that can be used in 3D-printing construction applications using excavated soil.<\/jats:p>","DOI":"10.3390\/buildings13071618","type":"journal-article","created":{"date-parts":[[2023,6,27]],"date-time":"2023-06-27T01:42:02Z","timestamp":1687830122000},"page":"1618","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":16,"title":["The Development of Soil-Based 3D-Printable Mixtures: A Mix-Design Methodology and a Case Study"],"prefix":"10.3390","volume":"13","author":[{"given":"Jana","family":"Daher","sequence":"first","affiliation":[{"name":"IMT Nord Europe, Institut Mines-T\u00e9l\u00e9com, Centre for Materials and Processes, F-59000 Lille, France"},{"name":"University of Lille, Institut Mines-T\u00e9l\u00e9com, University Artois, Junia, ULR 4515\u2014LGCgE\u2014Laboratoire de G\u00e9nie Civil et g\u00e9oEnvironnement, F-59000 Lille, France"}]},{"given":"Joelle","family":"Kleib","sequence":"additional","affiliation":[{"name":"IMT Nord Europe, Institut Mines-T\u00e9l\u00e9com, Centre for Materials and Processes, F-59000 Lille, France"},{"name":"University of Lille, Institut Mines-T\u00e9l\u00e9com, University Artois, Junia, ULR 4515\u2014LGCgE\u2014Laboratoire de G\u00e9nie Civil et g\u00e9oEnvironnement, F-59000 Lille, France"}]},{"given":"Mahfoud","family":"Benzerzour","sequence":"additional","affiliation":[{"name":"IMT Nord Europe, Institut Mines-T\u00e9l\u00e9com, Centre for Materials and Processes, F-59000 Lille, France"},{"name":"University of Lille, Institut Mines-T\u00e9l\u00e9com, University Artois, Junia, ULR 4515\u2014LGCgE\u2014Laboratoire de G\u00e9nie Civil et g\u00e9oEnvironnement, F-59000 Lille, France"}]},{"given":"Nor-Edine","family":"Abriak","sequence":"additional","affiliation":[{"name":"IMT Nord Europe, Institut Mines-T\u00e9l\u00e9com, Centre for Materials and Processes, F-59000 Lille, France"},{"name":"University of Lille, Institut Mines-T\u00e9l\u00e9com, University Artois, Junia, ULR 4515\u2014LGCgE\u2014Laboratoire de G\u00e9nie Civil et g\u00e9oEnvironnement, F-59000 Lille, France"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-4088-7788","authenticated-orcid":false,"given":"Georges","family":"Aouad","sequence":"additional","affiliation":[{"name":"IMT Nord Europe, Institut Mines-T\u00e9l\u00e9com, Centre for Materials and Processes, F-59000 Lille, France"},{"name":"University of Lille, Institut Mines-T\u00e9l\u00e9com, University Artois, Junia, ULR 4515\u2014LGCgE\u2014Laboratoire de G\u00e9nie Civil et g\u00e9oEnvironnement, F-59000 Lille, France"}]}],"member":"1968","published-online":{"date-parts":[[2023,6,26]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","unstructured":"Puzatova, A., Shakor, P., Laghi, V., and Dmitrieva, M. 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