Hanif Khan Muhammad, Zhu Han, Ali Sikandar Muhammad, Zamin Bakht, Ahmad Mahmood, Muayad Sabri Sabri Mohanad
Department of Civil Engineering, Tianjin University, Tianjin 300350, China.
Key Laboratory of Coast Structure Safety of the Ministry of Education, Tianjin University, Tianjin 300350, China.
Materials (Basel). 2022 Apr 14;15(8):2880. doi: 10.3390/ma15082880.
This study investigates the mechanical and durability properties of fly ash-based engineered cementitious composites (ECC). The effect of various mineral additions, such as wheat husk ash (WHA), rice husk ash (RHA), glass powder (GP), and fibrillated polypropylene (PP) fibers, on mechanical performance, water absorption, and porosity was investigated. Furthermore, the durability of ECC specimens was assessed in terms of sorptivity, acid/sulfate attacks, electric resistivity (ER), rapid chloride penetration (RCPT), and ultrasonic pulse velocity (UPV). The results revealed higher mechanical strength, UPV, and ER values for RHA-based ECC. After 180 days of immersion in acid and sulfate solutions, RHA-based ECC showed a lower loss in compressive strength (23.21% and 1.07% in HCl and NaSO, respectively) relative to the control mix (44% and 7% in HCl and NaSO, respectively). Moreover, analytical characterizations such as X-ray diffraction (XRD), Fourier transform infrared (FTIR), Scanning Electron Microscopy (SEM), and Energy dispersive X-ray (EDX) analyses were also carried out to corroborate the mechanical and durability properties of ECC.
本研究调查了基于粉煤灰的工程水泥基复合材料(ECC)的力学性能和耐久性。研究了各种矿物掺合料,如稻壳灰(WHA)、稻壳灰(RHA)、玻璃粉(GP)和原纤化聚丙烯(PP)纤维对力学性能、吸水率和孔隙率的影响。此外,还根据吸渗系数、酸/硫酸盐侵蚀、电阻率(ER)、快速氯离子渗透(RCPT)和超声脉冲速度(UPV)对ECC试件的耐久性进行了评估。结果表明,基于RHA的ECC具有更高的机械强度、UPV和ER值。在酸和硫酸盐溶液中浸泡180天后,相对于对照混合物(在HCl和NaSO中分别为44%和7%),基于RHA的ECC的抗压强度损失较低(在HCl和NaSO中分别为23.21%和1.07%)。此外,还进行了X射线衍射(XRD)、傅里叶变换红外光谱(FTIR)、扫描电子显微镜(SEM)和能量色散X射线(EDX)分析等表征,以证实ECC的力学性能和耐久性。