Jing Yi, Lee Jin Chai, Moon Wei Chek, Ng Jing Lin, Yew Ming Kun, Chu May Yen
Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, Kuala Lumpur, 56000, Malaysia.
School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Shah Alam, 40450, Malaysia.
Heliyon. 2024 Jun 13;10(12):e32780. doi: 10.1016/j.heliyon.2024.e32780. eCollection 2024 Jun 30.
This study investigated the effects of incorporating carbon nanotubes (CNTs) into rice husk ash (RHA) sustainable concrete on its mechanical properties, permeability and microstructure characterisation. Mechanical test results suggested that the addition of 0.10 % multiwalled CNTs (MWCNTs) yielded optimal results, with increases in the compressive strength, splitting tensile strength, flexural strength, and elastic modulus of the RHA concrete at 28 days of 7 %, 23.81 %, 17.5 %, and 1.0 %, respectively. However, with further addition of MWCNTs, the mechanical properties ultimately deteriorated. Further, the incorporation of CNTs enhanced the long-term performance of RHA sustainable concrete. The addition of 0.1 % MWCNTs and 15 % RHA yielded a 20 %, 14 %, and 66 % decrease in water absorption, porosity, and chloride diffusion coefficient compared to the mixture solely containing 15 % RHA. Scanning electron microscopy of this mixture revealed the filling and bridging effects of MWCNTs between the hydration products have enhanced the performance of RHA sustainable concrete.
本研究调查了将碳纳米管(CNT)掺入稻壳灰(RHA)可持续混凝土中对其力学性能、渗透性和微观结构特征的影响。力学试验结果表明,添加0.10%的多壁碳纳米管(MWCNT)可产生最佳效果,RHA混凝土在28天时的抗压强度、劈裂抗拉强度、抗弯强度和弹性模量分别提高了7%、23.81%、17.5%和1.0%。然而,随着MWCNT的进一步添加,力学性能最终恶化。此外,CNT的掺入增强了RHA可持续混凝土的长期性能。与仅含有15%RHA的混合物相比,添加0.1%MWCNT和15%RHA使吸水率、孔隙率和氯离子扩散系数分别降低了20%、14%和66%。该混合物的扫描电子显微镜显示,MWCNT在水化产物之间的填充和桥接作用增强了RHA可持续混凝土的性能。