Assessing the Durability of Coastal High-Performance Concrete (HPC) Structures Exposed to Biodegradables such as Algae and Moss.

Document Type : Original Article

Authors

1 Research and Development Department, Aptus Iran Company, Karaj, Iran.

2 Professor of Faculty of civil engineering, Islamic Azad University, Karaj Branch, Karaj, Iran.

3 Faculty of civil engineering, Islamic Azad University, Karaj Branch, Karaj, Iran.

Abstract

Coastal High-Performance Concrete (HPC) structures face deterioration challenges from exposure to biodegradables like algae and moss. This study examined the durability of coastal HPC under these biodegradable influences, emphasizing their effects on various transport properties. Conducted over 2 years in the environmentally rigorous Bandar Anzali Ports, the research evaluated key HPC transport properties such as water absorption, Rapid Chloride Penetration Test (RCPT), Rapid Chloride Migration Test (RCMT), electrical resistivity, and freeze-thaw resistance. Experimental samples, replicating real-world coastal conditions, incorporated diverse algae and moss concentrations.
The comprehensive testing indicated that algae and moss presence notably hastened HPC degradation. Samples exposed to these organisms demonstrated increased water absorption, evidenced by weight gain. Enhanced chloride penetration and migration were evident from RCPT and RCMT results, suggesting an elevated corrosion risk in the concrete structures. Moreover, a marked drop in electrical resistivity indicated reduced concrete capacity to impede electrical current, while freeze-thaw tests showed heightened damage vulnerability from cyclic freezing and thawing.
In light of these findings, it's crucial to address the biodegradable impact on coastal HPC structures. Implementing strategies like routine cleaning and maintenance to reduce algae and moss, combined with appropriate surface treatments, can extend the lifespan of coastal concrete installations. These insights aid in creating resilient and sustainable concrete mixes specific to coastal applications, ensuring extended structure longevity and integrity.
Keywords: Coastal structures, High-Performance Concrete (HPC), algae, moss, durability

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Main Subjects


Copyright © 2023 Saeed Bozorgmehr Nia. This is an open access paper distributed under the Creative Commons Attribution License. Journal of Civil Engineering and Materials Application is published by Pendar Pub; Journal p-ISSN 2676-332X; Journal e-ISSN 2588-2880.

[1] Otieno M, Ikotun J, Ballim Y. Experimental investigations on the influence of cover depth and concrete quality on time to cover cracking due to carbonation-induced corrosion of steel in RC structures in an urban, inland environment. Construction and Building Materials. 2019 Feb 20;198:172-81. [View at Google Scholar]; [View at Publisher].
[2] Otieno MB, Beushausen HD, Alexander MG. Modelling corrosion propagation in reinforced concrete structures–A critical review. Cement and Concrete composites. 2011 Feb 1;33(2):240-5. [View at Google Scholar]; [View at Publisher].
[3] Melchers RE, Li CQ. Reinforcement corrosion initiation and activation times in concrete structures exposed to severe marine environments. Cement and concrete research. 2009 Nov 1;39(11):1068-76. [View at Google Scholar]; [View at Publisher].
[4] Sohail MG, Kahraman R, Ozerkan NG, Alnuaimi NA, Gencturk B, Dawood M, Belarbi A. Reinforced concrete degradation in the harsh climates of the Arabian Gulf: field study on 30-to-50-year-old structures. Journal of Performance of Constructed Facilities. 2018 Oct 1;32(5):04018059. [View at Google Scholar]; [View at Publisher].
[5] Sohail MG, Salih M, Al Nuaimi N, Kahraman R. Corrosion performance of mild steel and epoxy coated rebar in concrete under simulated harsh environment. International Journal of Building Pathology and Adaptation. 2019 Sep 5;37(5):657-78. [View at Google Scholar]; [View at Publisher].
[6] Xia J, Li T, Fang JX, Jin WL. Numerical simulation of steel corrosion in chloride contaminated concrete. Construction and Building Materials. 2019 Dec 20;228:116745. [View at Google Scholar]; [View at Publisher].
[7] Baorong H, Li X, Xiumin M, Cuiwei D, Zhang D, Zheng M, Weichen X, Dongzhu L, Fubin M. The cost of corrosion in China. npj Materials Degradation. 2017;1(1). [View at Google Scholar]; [View at Publisher].
[8] Schueremans L, Van Gemert D, Giessler S. Chloride penetration in RC-structures in marine environment–long term assessment of a preventive hydrophobic treatment. Construction and Building Materials. 2007 Jun 1;21(6):1238-49. [View at Google Scholar]; [View at Publisher].
[9] Herrera LK, Arroyave C, Guiamet P, de Saravia SG, Videla H. Biodeterioration of peridotite and other constructional materials in a building of the Colombian cultural heritage. International biodeterioration & biodegradation. 2004 Sep 1;54(2-3):135-41. [View at Google Scholar]; [View at Publisher].
[10] McCormack K, Morton LH, Benson J, Osborne BN, McCabe R. An assessment of concrete biodeterioration by microorganisms. International Biodeterioration & Biodegradation. 1996;1(37):126. [View at Google Scholar]; [View at Publisher].
[11] Ribas Silva M, Pinheiro SM. Microbial impact on concrete microstructure of world heritage in Brasilia. InProc., RILEM Workshop, RILEM, Madrid, Spain 2006 Jul. [View at Google Scholar]
[12] Jayakumar, Saravanane, and R. Saravanane. "Biodeterioration of coastal concrete structures by marine green algae." (2010): 352-361.2009, pp.352-365. [View at Google Scholar]; [View at Publisher].
[13] Bozorgmehr Nia S, Nemati Chari M. Combined Effect of Natural Zeolite and Limestone Powder on the Rheological and Mechanical Behavior Self-Compacting Concrete (SCC) and Mortars (SCM). Advance Researches in Civil Engineering. 2022 Sep 1;4(3):29-38. [View at Google Scholar]; [View at Publisher].
[14] Sohalscha EB, Appelt H, Schatz A. Chelation as a weathering mechanism—I. Effect of complexing agents on the solubilization of iron from minerals and granodiorite. Geochimica et Cosmochimica Acta. 1967 Apr 1;31(4):587-96. [View at Google Scholar]; [View at Publisher].
[15] Schatz A, Schatz V, Martin JJ. Chelation as a biochemical factor. Geology Society of the American Bulletin. 1957;68:1792-3. [View at Google Scholar]
[16] Videla HA, Characklis WG. Biofouling and microbially influenced corrosion. International Biodeterioration & Biodegradation. 1992 Jan 1;29(3-4):195-212. [View at Google Scholar]; [View at Publisher].
[17] Videla HA, Guiamet PS, de Saravia SG. Biodeterioration of Mayan archaeological sites in the Yucatan Peninsula, Mexico. International Biodeterioration & Biodegradation. 2000 Dec 1;46(4):335-41. [View at Google Scholar]; [View at Publisher].
[18] Warscheid T, Braams J. Biodeterioration of stone: a review. International Biodeterioration & Biodegradation. 2000 Dec 1;46(4):343-68. [View at Google Scholar]; [View at Publisher].
[19] Warscheid T, Krumbein WE. General aspects and selected cases. Microbially influenced corrosion of materials. 1996:273-95. [View at Google Scholar]
[20] Sand W. Microbial mechanisms of deterioration of inorganic substrates—a general mechanistic overview. International Biodeterioration & Biodegradation. 1997 Jan 1;40(2-4):183-90. [View at Google Scholar]; [View at Publisher].