Humagain Saugat, Shrestha Gaurab, Madhavan Mini K, Sarker Prabir Kumar
School of Civil & Mechanical Engineering, Curtin University, Kent Street, Bentley, WA 6102, Australia.
Department of Civil Engineering, Amrita School of Engineering, Amrita Vishwa Vidyapeetham, Coimbatore 641112, India.
Materials (Basel). 2025 Aug 6;18(15):3697. doi: 10.3390/ma18153697.
The construction industry is responsible for 39% of global CO emissions related to energy use, with cement responsible for 5-8% of it. Limestone calcined clay cement (LC), a ternary blended binder system, offers a low-carbon alternative by partially substituting clinker with calcined clay and limestone. This study investigated the use of waste clay brick powder (WBP), a waste material, as a source of calcined clay in LC formulations, addressing both environmental concerns and SCM scarcity. Two LC mixtures containing 15% limestone, 5% gypsum, and either 15% or 30% WBP, corresponding to clinker contents of 65% (LC-65) or 50% (LC-50), were evaluated against general purpose (GP) cement mortar. Tests included setting time, flowability, soundness, compressive and flexural strengths, drying shrinkage, isothermal calorimetry, and scanning electron microscopy (SEM). Isothermal calorimetry showed peak heat flow reductions of 26% and 49% for LC-65 and LC-50, respectively, indicating a slower reactivity of LC. The initial and final setting times of the LC mixtures were 10-30 min and 30-60 min longer, respectively, due to the slower hydration kinetics caused by the reduced clinker content. Flowability increased in LC-50, which is attributed to the lower clinker content and higher water availability. At 7 days, LC-65 retained 98% of the control's compressive strength, while LC-50 showed a 47% reduction. At 28 days, the compressive strengths of mixtures LC-65 and LC-50 were 7% and 46% lower than the control, with flexural strength reductions being 8% and 40%, respectively. The porosity calculated from the SEM images was found to be 7%, 11%, and 15% in the control, LC-65, and LC-50, respectively. Thus, the reduction in strength is attributed to the slower reaction rate and increased porosity associated with the reduced clinker content in LC mixtures. However, the results indicate that the performance of LC-65 was close to that of the control mix, supporting the viability of WBP as a low-carbon partial replacement of clinker in LC.
建筑业占全球与能源使用相关的二氧化碳排放量的39%,其中水泥占5%-8%。石灰石煅烧粘土水泥(LC)是一种三元混合胶凝材料体系,通过用煅烧粘土和石灰石部分替代熟料,提供了一种低碳替代品。本研究调查了将废弃粘土砖粉(WBP)这种废料用作LC配方中煅烧粘土来源的情况,既解决了环境问题,又解决了辅助胶凝材料稀缺的问题。将两种含有15%石灰石、5%石膏以及15%或30%WBP的LC混合物(分别对应熟料含量为65%(LC-65)或50%(LC-50))与通用(GP)水泥砂浆进行了对比评估。测试包括凝结时间、流动性、安定性、抗压强度和抗折强度、干燥收缩、等温量热法以及扫描电子显微镜(SEM)分析。等温量热法显示,LC-65和LC-50的热流峰值分别降低了26%和49%,这表明LC的反应活性较低。由于熟料含量降低导致水化动力学较慢,LC混合物的初凝和终凝时间分别延长了10-30分钟和30-60分钟。LC-50的流动性有所增加,这归因于较低的熟料含量和更高的水分可用性。7天时,LC-65的抗压强度保留了对照样的98%,而LC-50则降低了47%。28天时,混合物LC-65和LC-50的抗压强度分别比对照样低7%和46%,抗折强度降低分别为8%和40%。根据SEM图像计算得出的孔隙率在对照样、LC-65和LC-50中分别为7%、11%和15%。因此,强度降低归因于反应速率较慢以及与LC混合物中熟料含量降低相关的孔隙率增加。然而,结果表明LC-65的性能接近对照混合物,这支持了WBP作为LC中熟料的低碳部分替代品的可行性。