{"title":"Rheological and mechanical properties of carbon-negative 3D printed mortar using functionalized biochar","authors":"Nishad Ahmed, Sudipto Sarkar, Warda Ashraf","doi":"10.1016/j.cemconcomp.2026.106506","DOIUrl":null,"url":null,"abstract":"<div><div>Biochar offers a lucrative pathway for reducing the carbon footprint of cement-based composites. However, printability is a critical constraint for incorporating biochar into extrusion-based 3D printing, due to high-water absorption and weak interfacial bonding. This limitation can be overcome by systematically altering the physicochemical properties of biochar. This study introduces a novel approach to developing carbon-negative 3D printable mortar by using functionalized biochar up to 26% (by weight of binder) with calcined clay (CC). The influence of biochar and CC on fresh-state behavior, including extrudability, open time, and buildability, was systematically evaluated, followed by assessments of mechanical properties and life cycle assessment. Experimental results revealed that the incorporation of biochar significantly improved the workability and extrudability of 3D printable mortars, offering a wide-open time up to 90 min. The buildability performance was strongly influenced by CC dosage, which improved thixotropic recovery and shape retention of the extruded filament. Mechanical performance revealed that the 24% biochar-containing mold-cast sample achieved a compressive strength of 54 MPa at 28 days of sealed curing, whereas the control batch (without biochar and CC) exhibited 51 MPa. Moreover, the 3D-printed samples with 24% biochar exhibited the highest directional strengths of 49, 45, and 35 MPa in the x, y, and z axes, along with maximum flexural and interlayer strengths of 8.5 MPa and 1.6 MPa, respectively. The life cycle assessment revealed that all functionalized biochar-CC batches achieved carbon-negative footprints, with permanent sequestration of up to 92 kg CO<sub>2</sub> eq/m<sup>3</sup> after incorporating all the emissions associated with raw material production.</div></div>","PeriodicalId":9865,"journal":{"name":"Cement & concrete composites","volume":"169 ","pages":"Article 106506"},"PeriodicalIF":14.4000,"publicationDate":"2026-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement & concrete composites","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0958946526000466","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/12 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Biochar offers a lucrative pathway for reducing the carbon footprint of cement-based composites. However, printability is a critical constraint for incorporating biochar into extrusion-based 3D printing, due to high-water absorption and weak interfacial bonding. This limitation can be overcome by systematically altering the physicochemical properties of biochar. This study introduces a novel approach to developing carbon-negative 3D printable mortar by using functionalized biochar up to 26% (by weight of binder) with calcined clay (CC). The influence of biochar and CC on fresh-state behavior, including extrudability, open time, and buildability, was systematically evaluated, followed by assessments of mechanical properties and life cycle assessment. Experimental results revealed that the incorporation of biochar significantly improved the workability and extrudability of 3D printable mortars, offering a wide-open time up to 90 min. The buildability performance was strongly influenced by CC dosage, which improved thixotropic recovery and shape retention of the extruded filament. Mechanical performance revealed that the 24% biochar-containing mold-cast sample achieved a compressive strength of 54 MPa at 28 days of sealed curing, whereas the control batch (without biochar and CC) exhibited 51 MPa. Moreover, the 3D-printed samples with 24% biochar exhibited the highest directional strengths of 49, 45, and 35 MPa in the x, y, and z axes, along with maximum flexural and interlayer strengths of 8.5 MPa and 1.6 MPa, respectively. The life cycle assessment revealed that all functionalized biochar-CC batches achieved carbon-negative footprints, with permanent sequestration of up to 92 kg CO2 eq/m3 after incorporating all the emissions associated with raw material production.
期刊介绍:
Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.