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dc.contributor.authorMaría Rodríguez-Marcos
dc.contributor.authorRosalía Pacheco-Torres
dc.contributor.authorJaime Fernández-Gómez
dc.contributor.authorPaula Villanueva–Llaurado
dc.date.accessioned2026-02-16T21:48:28Z
dc.date.available2026-02-16T21:48:28Z
dc.date.copyright2025/03/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-18726.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309760
dc.description.abstractEnvironmental concern and damage of aging concrete structures have fostered the worldwide use of repair mortars, which can be associated with retrofitting materials. The effectiveness of reparations depends on intrinsic properties of the mortar and environmental exposure. Present research compares different technologies of cement-based repair mortars (traditional portland, polymer and polyurethane modified) and their performance: (1) mechanical properties; (2) adherence when serving as a matrix for FRCM composites; and (3) durability performance. Results reveal that mortars identified in the study as MB and MD exhibit high performance at different levels, being appropriate for applications where both durability and structural performance are critical. This is a novel approach in which two approaches that are rarely put together are adopted for the same materials.
dc.publisherAmerican Society of Civil Engineers
dc.titleDurable Performance of Cement-Based Repair Mortars for Retrofitting and Protection Applications
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue3
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-18726
dc.journal.fristpage04024539-1
dc.journal.lastpage04024539-12
dc.page12
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 003
dc.contenttypeFulltext


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