Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/6860
Title: Taguchi Method for Optimizing Alkali-Activated Mortar Mixtures Using Waste Perlite Powder and Granulated Blast Furnace Slag
Authors: Hwalla, Joud
El-Mir, Abdulkader 
El-Hassan, Hilal
El-Dieb, Amr
Affiliations: Department of Civil and Environmental Engineering 
Keywords: Alkali-activated mortar
Granulated blast furnace slag
Taguchi method
Waste perlite powder
Issue Date: 2023-06-09
Publisher: Springer
Part of: International RILEM Conference on Synergising expertise towards sustainability and robustness of CBMs and concrete structures
Start page: 362
End page: 373
Abstract: 
This paper aims to find the optimum proportions of alkali-activated mortar mixtures made with waste perlite powder (PP) and granulated blast furnace slag (BFS) for superior fresh and mechanical performance. The PP-BFS blended mortar mixtures were developed using the Taguchi method. Four factors, including the binder content (500, 550, and 600 kg/m3), PP replacement percentage by BFS (25, 50, and 75%), alkali-activator solution-to-binder (S/B) ratio (0.60, 0.65, and 0.70), and sodium silicate-to-sodium hydroxide (SS/SH) ratio (1.0, 1.5, and 2.0), were considered in the design phase. Accordingly, an L9-sized orthogonal array was developed, leading to a total of nine alkali-activated mortar mixtures. The target design criteria were the flow and 7-day compressive strength. The analysis of variance (ANOVA) revealed that the S/B and SS/SH ratios contributed the most to the workability of mixes. Conversely, the PP replacement by BFS was the controlling factor among others on the 7-day compressive strength. Using the Taguchi method, the optimum mix proportions for superior flow ability were binder content of 500 kg/m3, WPP replacement percentage by BFS of 25%, S/B ratio of 0.70, and SS/SH ratio of 1.5. Meanwhile, the highest strength response was attained while using a binder content of 600 kg/m3, WPP replacement percentage by BFS of 25%, S/B ratio of 0.6, and SS/SH ratio of 2.0.
URI: https://scholarhub.balamand.edu.lb/handle/uob/6860
ISSN: 22110844
DOI: 10.1007/978-3-031-33187-9_34
Open URL: Link to full text
Type: Book Chapter
Appears in Collections:Department of Civil and Environmental Engineering

Show full item record

Google ScholarTM

Check

Dimensions Altmetric

Dimensions Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.