Effect of Polymer/Nano-Clay Coatings on the Performance of Concrete with High-Content Supplementary Cementitious Materials under Harsh Exposures

Author:

Abuzeid M. A.1ORCID,Bassuoni M. T.1,Sakr M. R.2

Affiliation:

1. Department of Civil Engineering, University of Manitoba, Winnipeg, MB R3T 5V6, Canada

2. Department of Civil Engineering, Faculty of Engineering at Shoubra, Benha University, Cairo 11629, Egypt

Abstract

In recent concrete research, a novel category of coatings has emerged: polymers/nanoparticles blends. The efficacy of such coatings warrants extensive examination across various concrete mixtures, particularly those incorporating high-volume supplementary cementitious materials (SCMs) to mitigate carbon footprints, an industry imperative. This study used three vulnerable concrete mixtures to assess the effectiveness of ethyl silicate and high-molecular-weight methyl methacrylate blended with 2.5% and 5% halloysite and montmorillonite nano-clay. Findings from physical, thermal, and microstructural analyses confirmed vulnerabilities in concretes with a high water-to-binder ratio (0.6) under severe exposure conditions, notably with high SCM content (40% and 60% fly ash and slag, respectively). Neat ethyl silicate or high-molecular-weight methyl methacrylate coatings inadequately protected those concretes against physical salt attacks and salt–frost scaling exposures. However, the incorporation of halloysite nano-clay or montmorillonite nano-clay in these polymers yielded moderate-to-superior concrete protection compared to neat coatings. Ethyl silicate-based nanocomposites provided full protection, achieving up to 100% improvement (no or limited surface scaling) against both exposures, particularly when incorporating halloysite-based nano-clay at a 2.5% dosage by mass. In contrast, high-molecular-weight methyl methacrylate-based nano-clay composites effectively mitigated physical salt attacks but exhibited insufficient protection throughout the entire salt–frost scaling exposure, peeling off at 15 cycles.

Funder

Natural Sciences and Research Council Canada

Publisher

MDPI AG

Reference45 articles.

1. American Concrete Institute (2017). ACI 365.1R-17 Report on Service Life Prediction, American Concrete Institute.

2. Lindvall, A. (2001). Environmental Actions and Response—Reinforced Concrete Structures Exposed in Road And Marine Environments, Department of Building Materials, Chalmers University of Technology. Publication P-01:3.

3. Damage mechanism of pier concrete subjected to combined compressive stress, freeze-thaw, and salt attacks in saline soil;Xu;Constr. Build. Mater.,2022

4. Sunshine, R.A. (2009). The Budget and Economic Outlook: Fiscal Years 2009 to 2019, Testimony Before the Committee on the Budget.

5. Salt weathering distress on concrete exposed to sodium sulfate environment;Haynes;ACI Mater. J.,2008

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