Abbass Wasim, Mahmood Soheeb Ullah, Ahmed Ali, Aslam Fahid, Mohamed Abdullah
Department of Civil Engineering, University of Engineering and Technology, Lahore, 54890, Pakistan.
Department of Civil Engineering, College of Engineering in Alkharj, Prince Sattam bin Abdulaziz University, Al-Kharj, 11942, Saudi Arabia.
Heliyon. 2024 Feb 24;10(5):e26945. doi: 10.1016/j.heliyon.2024.e26945. eCollection 2024 Mar 15.
This study investigates the substitution of traditional burnt clay bricks (BCB), used since 7000 BCE, with environmentally friendly Fly Ash-Cement and Sand Composite Bricks (FCBs), utilizing industrial waste like Coal Fly Ash (CFA) from thermal power plants. The research encompasses two phases: the first involves experimental production of FCBs, while the second focuses on optimizing FCBs by varying CFA (50%, 60%, 70%), Ordinary Portland Cement (OPC) content (9%-21%), and incorporating stone dust (SD) and fine sand. Comprehensive tests under normal and steam curing conditions, adhering to ASTM C 67-05 standards, include X-Ray Diffraction (XRD), Energy Dispersive X-Ray (EDX), and Scanning Electron Microscopy (SEM) analyses. Results indicate that steam curing enhances early strength, with an optimized mix (MD: 5S) achieving a compressive strength of 15.57 MPa, flexural strength of 0.67 MPa, water absorption rate of 20.08%, and initial rate of water absorption of 4.64 g/min per 30 in, devoid of efflorescence. Notably, a 9% OPC and 50% CFA mix (MD: 1S) shows improved early strength of 4.95 MPa at 28 days. However, excessive CFA replacement (70%) with lesser cement content negatively impacts physio-mechanical properties. This research underscores the potential of FCBs as a sustainable and economically viable alternative to BCBs in the construction industry.
本研究探讨了自公元前7000年起使用的传统烧粘土砖(BCB),被利用热电厂工业废料粉煤灰(CFA)制成的环保粉煤灰-水泥-砂复合砖(FCB)所替代的情况。该研究包括两个阶段:第一阶段涉及FCB的实验生产,而第二阶段则专注于通过改变CFA(50%、60%、70%)、普通硅酸盐水泥(OPC)含量(9%-21%)以及掺入石粉(SD)和细砂来优化FCB。在符合ASTM C 67-05标准的正常和蒸汽养护条件下进行的综合测试,包括X射线衍射(XRD)、能量色散X射线(EDX)和扫描电子显微镜(SEM)分析。结果表明,蒸汽养护可提高早期强度,优化后的混合料(MD: 5S)的抗压强度达到15.57MPa,抗折强度为0.67MPa,吸水率为20.08%,初始吸水率为每30英寸4.64g/min,且无泛霜现象。值得注意的是,9%的OPC和50%的CFA混合料(MD: 1S)在28天时的早期强度提高到4.95MPa。然而,过多的CFA替代(70%)以及较低的水泥含量会对物理力学性能产生负面影响。本研究强调了FCB作为建筑行业中BCB的可持续且经济可行替代方案的潜力。