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dc.contributor.authorMohammad Peirovi
dc.contributor.authorMohammad Saleh Labafzadeh
dc.contributor.authorMohammad Omidi
dc.contributor.authorSaeed Jafari Majd
dc.contributor.authorAmir Hakimi Asiabar
dc.contributor.authorPedram Mohammadghasemi
dc.date.accessioned2026-02-16T21:48:22Z
dc.date.available2026-02-16T21:48:22Z
dc.date.copyright2025/02/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-18717.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309758
dc.description.abstractPolymer cementitious coatings (PCCs) are among the well-known types of coatings that combine organic and inorganic coating advantages. Crack-bridging, breathability, scratch resistance, and low water absorption are the main attained mechanical and durable properties of cementitious coatings due to polymer modification. In this research, the effect of calcium stearate (CS) in PCC was investigated. For this purpose, in the first step, PCCs with different polymer-to-cement ratios (P/Cs) (up to 0.6) were manufactured to obtain the optimum ratio. Results exhibited that a 40% P/C ratio enhances the pull-off strength compared to the others. Then, various CS (2.5%, 5%, and 10%) of the cement weight was added to the selected PCC mix proportion (P/C=0.4) to assess new characteristics of novel multifunctional PCC. The mini-slump flow diameter test, pull-off strength, capillary water absorption, contact angle, microstructure, and rapid chloride migration test have been studied. The outcomes illustrated that adding 2.5% CS can improve the permeability and durability of PCC under capillary condition with the lowest negative effect on bond strength and flowability.
dc.publisherAmerican Society of Civil Engineers
dc.titlePolymer-Modified Cementitious Coating Containing Calcium Stearate as a Multifunctional Coating
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue2
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-18717
dc.journal.fristpage04024522-1
dc.journal.lastpage04024522-16
dc.page16
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
dc.contenttypeFulltext


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