Your browser doesn't support javascript.
loading
Comparative analysis of enriched flyash based cement-sand compressed bricks under various curing regimes.
Abbass, Wasim; Mahmood, Soheeb Ullah; Ahmed, Ali; Aslam, Fahid; Mohamed, Abdullah.
  • Abbass W; Department of Civil Engineering, University of Engineering and Technology, Lahore, 54890, Pakistan.
  • Mahmood SU; Department of Civil Engineering, University of Engineering and Technology, Lahore, 54890, Pakistan.
  • Ahmed A; Department of Civil Engineering, University of Engineering and Technology, Lahore, 54890, Pakistan.
  • Aslam F; Department of Civil Engineering, College of Engineering in Alkharj, Prince Sattam bin Abdulaziz University, Al-Kharj, 11942, Saudi Arabia.
  • Mohamed A; Research Centre, Future University in Egypt, New Cairo, 11835, Egypt.
Heliyon ; 10(5): e26945, 2024 Mar 15.
Article en En | MEDLINE | ID: mdl-38463794
ABSTRACT
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 in2, 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.
Palabras clave