p.105
p.113
p.121
p.131
p.139
p.145
p.153
p.161
p.169
Compressive Strength Analysis of Bricks with Mussels (Mytilus Edulis), Mollusk (Bivalvia), and Paper Waste
Abstract:
The increasing volume of solid waste and the environmental impacts of cement production have prompted the exploration of sustainable alternatives in construction materials. This study investigates the feasibility of incorporating paper and pulverized shell wastes as additives in cement-based, non-load-bearing brick production. Specifically, the research evaluates the effects of varying shell-to-cement replacement levels (5%, 10%, and 15%) while main-taining a constant 1:1:3 ratio of cement, sand, and paper pulp. A total of 27 brick specimens were fabricated, with three samples per mixture design tested at curing periods of 14, 21, and 28 days. Compressive strength testing was conducted in accordance with ASTM C90 standards. Statistical analysis, including two-way ANOVA and Tukey’s HSD post hoc test, was employed to determine significant differences among mixture proportions and curing du-rations. Results indicate that curing time and shell percentage significantly influenced compressive strength. The highest average compressive strength of 1,993 psi was achieved at 28 days with 10% pulverized shell replacement. This value approaches the minimum requirement for load-bearing masonry units, indicating borderline load-bearing performance. Furthermore, cost analysis revealed that bricks incorporating paper and shell wastes demonstrated notable cost savings compared to conventional cement bricks. Overall, the findings suggest that the integration of paper and shell wastes in brick production presents a viable and cost-effective approach to reducing cement consumption while promoting waste valorization and sustainable construction practices.
Info:
Periodical:
Pages:
145-151
DOI:
Citation:
Online since:
July 2026
Price:
Permissions CCC:
Permissions PLS:
Сopyright:
© 2026 Trans Tech Publications Ltd. All Rights Reserved
Share:
Citation: