Your browser doesn't support javascript.
loading
Experimental investigation of quarry rock dust incorporated fly ash and slag based fiber reinforced geopolymer concrete circular columns.
Waqas, Rana Muhammad; Alkharisi, Mohammed K; Alsuhaibani, Eyad; Butt, Faheem; Shabbir, Faisal.
Affiliation
  • Waqas RM; Department of Civil Engineering, University of Engineering and Technology, Taxila, 47050, Pakistan.
  • Alkharisi MK; Department of Civil Engineering, College of Engineering, Qassim University, 52571, Buraidah, Saudi Arabia. m.alkharisi@qu.edu.sa.
  • Alsuhaibani E; Department of Civil Engineering, College of Engineering, Qassim University, 52571, Buraidah, Saudi Arabia.
  • Butt F; Department of Civil Engineering, University of Engineering and Technology, Taxila, 47050, Pakistan.
  • Shabbir F; Department of Civil Engineering, University of Engineering and Technology, Taxila, 47050, Pakistan.
Sci Rep ; 14(1): 20953, 2024 Sep 06.
Article in En | MEDLINE | ID: mdl-39251791
ABSTRACT
Manufacturing ordinary Portland cement (OPC) poses significant challenges for sustainable construction practices. OPC manufacturing emits substantial greenhouse gases into the atmosphere and demands extensive raw materials. In pursuit of greener alternatives, researchers explore geopolymer concrete (GPC), a revolutionary material that entirely replaces OPC, comprising industrial wastes/by-products activated through an alkaline solution. The study aims to investigate the feasibility of incorporating quarry rock dust (QRD) into GPC production for environmentally sustainable structural applications. Circular columns (200 mm diameter, 1000 mm length) were formulated using GPC blends with fly ash, slag (SG), and QRD as a partial SG replacement. The structural performance of these columns, with and without steel fiber reinforcement, was evaluated under varied loading conditions. Results show that QRD is a valuable ingredient in GPC for structural concrete elements, offering performance comparable to traditional OPC concrete. Furthermore, the incorporation of steel fibers significantly enhances the peak axial loads, displacement response, and overall performance of GPC columns with or without QRD. Fiber-reinforced GPC columns demonstrated approximately 8-10% higher ultimate load capacity than equivalent OPC columns. Eccentricity was found to significantly reduce ductility, but fiber reinforcement offers substantial ductility improvements (25-55%).
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep / Sci. rep. (Nat. Publ. Group) / Scientific reports (Nature Publishing Group) Year: 2024 Document type: Article Affiliation country: Pakistán Country of publication: Reino Unido

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sci Rep / Sci. rep. (Nat. Publ. Group) / Scientific reports (Nature Publishing Group) Year: 2024 Document type: Article Affiliation country: Pakistán Country of publication: Reino Unido