Rheological and mechanical properties of carbon-negative 3D printed mortar using functionalized biochar

IF 14.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Cement & concrete composites Pub Date : 2026-05-01 Epub Date: 2026-02-12 DOI:10.1016/j.cemconcomp.2026.106506
Nishad Ahmed, Sudipto Sarkar, Warda Ashraf
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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.
使用功能化生物炭的负碳3D打印砂浆的流变学和力学性能
生物炭为减少水泥基复合材料的碳足迹提供了一条有利可图的途径。然而,由于高吸水性和弱界面结合,可打印性是将生物炭纳入基于挤压的3D打印的关键限制因素。这一限制可以通过系统地改变生物炭的物理化学性质来克服。本研究介绍了一种开发负碳3D打印砂浆的新方法,通过使用高达26%(按粘合剂重量计)的功能化生物炭和煅烧粘土(CC)。系统地评估了生物炭和CC对新鲜状态行为的影响,包括可挤压性、打开时间和可构建性,随后评估了力学性能和生命周期评估。实验结果表明,生物炭的掺入显著提高了3D打印砂浆的可加工性和可挤压性,可提供长达90分钟的大开口时间。CC用量对塑丝的可塑性有较大影响,提高了触变回复率和形状保持性。力学性能表明,含24%生物炭的铸模样品在密封固化28天时的抗压强度为54 MPa,而对照批次(不含生物炭和CC)的抗压强度为51 MPa。此外,添加24%生物炭的3d打印样品在x、y和z轴上的方向强度最高,分别为49、45和35 MPa,最大弯曲强度和层间强度分别为8.5 MPa和1.6 MPa。生命周期评估显示,所有功能化生物炭- cc批次都实现了碳负足迹,在纳入原材料生产相关的所有排放后,永久固存高达92千克二氧化碳当量/立方米。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
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.
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