Haq Inzimam Ul, Elahi Ayub, Khan Atif, Ali Afsar, Imran Latif Qureshi Qadir Bux Alias, Rezzoug Aïssa, Mumtaz Mohd Aamir
Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST), 291 Daehak-ro, Yuseong-gu, Daejeon, 34141, Republic of Korea.
Department of Civil Engineering, University of Engineering and Technology Taxila, South Asia, 47050, Pakistan.
Sci Rep. 2025 May 16;15(1):17034. doi: 10.1038/s41598-025-00823-8.
Cement production is a major contributor to global CO emissions, necessitating the development of sustainable alternatives such as fiber-reinforced concrete incorporating supplementary cementing materials (SCMs) and agricultural waste. This approach keeps the environment safe by reducing the consumption of conventional raw materials for concrete production. Incorporating the SCMs in concrete can potentially improve the mechanical and durability properties. This research evaluated the behavior of concrete mixtures using different proportions of natural wheat straw fiber, bentonite, and silica fume (SF). The fresh property was investigated by using a workability test, and mechanical properties were investigated by using compressive strength and split tensile strength. Bulk density, water absorption, and sorptivity tests were also performed to investigate the durability of concrete. Scanning electron microscopy (SEM) was conducted to evaluate the microstructure and morphology of the developed concrete mixtures. The results revealed that the slump value decreased with incorporating SCMs and fibers (83-42 mm). The compressive strength ranged from 11 MPa to 23 MPa, increasing with the increased Bentonite and SF dosages. Splitting tensile strength ranged from 2.2 MPa to 2.7 MPa, showing an increase with increased dosages of SCMs and fibers. The addition of WSFR compromised the compressive strengths of the developed mixtures, however, the ductility of the mixtures was improved with the incorporation of the WSFR. The SEM confirmed the CSH gel formation in the mixtures containing bentonite and SF. This gel formation improved the mechanical properties of the concrete, reduced water absorption, and increased its resistance to acid. The resulting concrete mixtures can address the carbon emissions associated with cement production and provide a sustainable construction material.
水泥生产是全球二氧化碳排放的主要来源,因此有必要开发可持续的替代材料,如掺入辅助胶凝材料(SCMs)和农业废弃物的纤维增强混凝土。这种方法通过减少混凝土生产中传统原材料的消耗来保护环境安全。在混凝土中掺入SCMs可能会改善其力学性能和耐久性。本研究评估了使用不同比例的天然小麦秸秆纤维、膨润土和硅灰(SF)的混凝土混合物的性能。通过工作性试验研究了新拌性能,通过抗压强度和劈裂抗拉强度研究了力学性能。还进行了体积密度、吸水率和吸水性试验,以研究混凝土的耐久性。采用扫描电子显微镜(SEM)评估所制备混凝土混合物的微观结构和形态。结果表明,随着SCMs和纤维的掺入,坍落度值降低(83 - 42mm)。抗压强度范围为11MPa至23MPa,随着膨润土和SF用量的增加而增加。劈裂抗拉强度范围为2.2MPa至2.7MPa,随着SCMs和纤维用量的增加而增加。添加小麦秸秆纤维增强剂(WSFR)会降低所制备混合物的抗压强度,然而,掺入WSFR可提高混合物的延性。SEM证实了在含有膨润土和SF的混合物中形成了CSH凝胶。这种凝胶的形成改善了混凝土的力学性能,降低了吸水率,并提高了其耐酸性。所得混凝土混合物可以解决与水泥生产相关的碳排放问题,并提供一种可持续的建筑材料。