Effectiveness of Asian Green Mussel (Perna Viridis) Shells as Partial Replacement for Portland Pozzolana Cement (Ppc) On Magnesium Sulfate Resistance in Concrete

Authors

Maria Elizabeth S. Budoso

Civil Engineering Department, Pamantansan ng Lungsod ng Maynila, Manila, Metro Manila, Philippines (Philippines)

Kristina Samantha T. Mancenon

Civil Engineering Department, Pamantansan ng Lungsod ng Maynila, Manila, Metro Manila, Philippines (Philippines)

Elaijah N. Melgar

Civil Engineering Department, Pamantansan ng Lungsod ng Maynila, Manila, Metro Manila, Philippines (Philippines)

Michael Enzo C. Tabien

Civil Engineering Department, Pamantansan ng Lungsod ng Maynila, Manila, Metro Manila, Philippines (Philippines)

Algerico S. Odal Jr

Civil Engineering Department, Pamantansan ng Lungsod ng Maynila, Manila, Metro Manila, Philippines (Philippines)

Article Information

DOI: 10.47772/IJRISS.2026.100800254

Subject Category: Education

Volume/Issue: 10/8 | Page No: 3805-3817

Publication Timeline

Submitted: 2026-08-20

Accepted: 2026-09-25

Published: 2026-09-01

Abstract

The deterioration of concrete exposed to sulfate and magnesium ions is a major durability concern for marine and coastal infrastructure. At the same time, the improper disposal of Asian Green Mussel (Perna viridis) shells generates substantial waste in coastal communities. This study investigated the effectiveness of finely ground Asian Green Mussel Shells (GMS) as a partial replacement for Portland Pozzolana Cement (PPC) in concrete subjected to magnesium sulfate exposure. An experimental laboratory investigation was conducted using six GMS replacement levels: 0%, 4%, 8%, 12%, 16%, and 20% by mass of PPC. The GMS material was collected from the Navotas Fishport Complex, processed through washing, drying, grinding, and sieving, and incorporated into concrete mixtures. A total of 24 cylindrical specimens were prepared, with 12 specimens subjected to water curing and 12 specimens exposed to a 5% magnesium sulfate solution. Specimen preparation and curing followed applicable ASTM procedures, while compressive strength was determined at 28 days in accordance with ASTM C39. The performance of the mixtures was evaluated using compressive strength, residual compressive strength, percentage strength loss, and Strength Retention Index (SRI). The processed GMS exhibited 99.984% passing through the No. 200 sieve and an average specific gravity of 2.72133, indicating its suitability as a fine filler material. The results showed that compressive strength increased with GMS incorporation up to 12%, after which strength decreased. The 12% GMS mixture achieved the highest reported compressive strength, reaching 23.062 MPa under the water-curing condition and 21.882 MPa after magnesium sulfate exposure. It also achieved an SRI of 94.885%, corresponding to a strength loss of approximately 5.115%. Replacement levels above 12% resulted in declining strength retention, with visible salt crystallization observed at higher replacement levels. The findings indicate that 12% GMS replacement provides the most favorable balance between mechanical performance and early-age resistance to magnesium sulfate attack under the controlled conditions of this study.

Keywords

Technology and Education/Sustainability

Downloads

References

1. Abellán García, J. (2022). Study of nonlinear relationships between dosage mixture design and the compressive strength of ultra-high-performance concrete. Case Studies in Construction Materials, 17, e01228. [Google Scholar] [Crossref]

2. https://doi.org/10.1016/j.cscm.2022.e01228 [Google Scholar] [Crossref]

3. Ahmad, S., Bahraq, A. A., Al‑Fakih, A., Yusuf, M. O., & Al‑Osta, M. A. (2024). Transport characteristics and corrosion behavior of ultra‑high performance fiber‑reinforced concrete with the key mix parameters. International Journal of Concrete Structures and Materials, 18(1), Article 40. [Google Scholar] [Crossref]

4. Ahmed, A., John, K., Jonida, P., Fraser, H., & Heni, F. (2019). Chemical reactions in pozzolanic concrete. Modelling Applications in Materials Science, 1(4). https://lupinepublishers.com/material-science-journal/pdf/MAMS.MS.ID.0001 [Google Scholar] [Crossref]

5. Ambrose, E., Olawale, A., & Akinola, T. (2023). Durability performance of concrete incorporating recycled ceramic aggregates under sodium sulfate attack. Journal of Applied Sciences and Environmental Management, 27(4),785–794. https://www.ajol.info/index.php/jasem/article/view/244631/231381. [Google Scholar] [Crossref]

6. American Society for Testing and Materials. (2022). Standard specification for Portland cement (ASTM C150/C150M-22). https://store.astm.org/c0150_c01. [Google Scholar] [Crossref]

7. Amin, M. T. E., et al. (2025). Chloride permeability and chloride‑induced corrosion of concrete [Article]. Construction and Building Materials,415,132‑789. https://doi.org/10.1016/j.conbuildmat.2025.132789 [Google Scholar] [Crossref]

8. ASTM International. (2021). ASTM C39/C39M-21: Standard test method for compressive strength of cylindrical concrete specimens. ASTM International. https://doi.org/10.1520/C0039_C0039M-21 [Google Scholar] [Crossref]

9. Bamigboye, G., Enabulele, D., Odetoyan, A. O., Kareem, M. A., Nworgu, A., & Bassey, D. (2021). Mechanical and durability assessment of concrete containing seashells: A review. Cogent Engineering, 8 (1), 1883830. https://doi.org/10.1080/23311916.2021.1883830 [Google Scholar] [Crossref]

10. Bellei, P., Torres, I., Solstad, R., & Flores‑Colen, I. (2023). Potential use of oyster shell waste in the composition of construction composites: A review. Buildings, 13(6), 1546. https://doi.org/10.3390/buildings1306154 [Google Scholar] [Crossref]

11. Binag, C. (2018). Utilization of shell wastes for locally produced construction materials. https://media.neliti.com/media/publications/508133-utilization-ofshell- wastes-for-locally-678d88cf.pdf [Google Scholar] [Crossref]

12. Binag, N. H. D. (2018). Utilization of shell wastes for locally-based cement mortar and bricks production: Its impact to the community. KnE Social Sciences, 3(6), 985–1004. https://doi.org/10.18502/kss.v3i6.2435 [Google Scholar] [Crossref]

13. Bunyamin, B., Saidi, T., Sugiarto, S., & Hasan, M. (2025). Calcination analysis of CaCO₃ from waste oyster shells for partial cement replacement. Structural Durability & Health Monitoring, 19(5), 1089–1109. https://doi.org/10.32604/sdhm.2025.066887 [Google Scholar] [Crossref]

14. Bureau of Fisheries and Aquatic Resources. (2020). Red Tide Advisory and Shellfish Bulletin. Department of Agriculture, Republic of the Philippines. https://www.bfar.da.gov.ph [Google Scholar] [Crossref]

15. Cao, M., Ming, X., He, K., Li, L., & Shen, S. (2019). Effect of macro-, micro-and nano-calcium carbonate on properties of cementitious composites—A review. Materials, 12(5), 781. https://doi.org/10.3390/ma12050781 [Google Scholar] [Crossref]

16. Cao, M., Zhang, C., Ma, B., Wang, D., & Jin, Z. (2019). The effect of CaCO3 filler on early hydration and microstructure of cement paste. PMCJournal.https://pmc.ncbi.nlm.nih.gov/articles/PMC6427187/ [Google Scholar] [Crossref]

17. Chen, X., Xu, H., & Li, P. (2021). A research on durability degradation of mineral admixture cement-based materials under salt attack. Frontiers in Materials, 8, 638301. https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8038171/ [Google Scholar] [Crossref]

18. Chilakala, R. (2019). Environmental impacts of shell waste disposal and red tide formation in coastal regions. Recycling, 4(3), 35. https://www.mdpi.com/2313-4321/4/3/35 [Google Scholar] [Crossref]

19. Chilakala, R., Thannaree, C., Shin, E. J., Thenepalli, T., & Ahn, J. W. (2019). Sustainable solutions for oyster shell waste recycling in Thailand and the Philippines. Recycling,4(3),35. https://www.mdpi.com/2313-4321/4/3/35 [Google Scholar] [Crossref]

20. Da Silva, A. L., Rabbani, E. R. K., & Shakouri, M. (2025). Seashell Powder as a Sustainable Alternative in Cement-Based Materials: A Systematic Literature review. Sustainability,17(2),592. https://doi.org/10.3390/su17020592 [Google Scholar] [Crossref]

21. DOST-PCAARRD-funded project seeks ways to utilize mussel shell waste. (2025). DOST-PCAARRD Portal. https://www.pcaarrd.dost.gov.ph/index.php/quickinformation-dispatch-qid-articles/dost-pcaarrd-funded-project-seeks-ways-toutilize- mussel-shell-waste [Google Scholar] [Crossref]

Metrics

Views & Downloads

Similar Articles