The durability of some outdoor pavement products against the triple- combined effects: freeze-thaw, de-icing salt and abrasion | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article The durability of some outdoor pavement products against the triple- combined effects: freeze-thaw, de-icing salt and abrasion Türkay Kotan, Metehan Ardahanlı This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-3958671/v1 This work is licensed under a CC BY 4.0 License Status: Published Journal Publication published 01 Mar, 2025 Read the published version in Iranian Journal of Science and Technology, Transactions of Civil Engineering → Version 1 posted 12 You are reading this latest preprint version Abstract In this study, it was aimed to investigate some physical and mechanical properties and resistance to triple-combined effect (abrasion, freeze-thaw and de-icing salt) of andesite stone pavement (ASP), diorite stone pavement (DSP), concrete pavement plaque (CPP) and visually impaired concrete plaque (VICP) pavement products used as exterior coating materials for various purposes. Bohme abrasion test were applied at the end of every 5 cycles freezing-thawing cycles (60 cycles) under the influence of deicing salt (NaCl solution) in addition to various physical and mechanical property tests, on the products obtained from various manufacturers. As results; While all of the examined natural stone pavement products were completed the 60-cycle triple-combined effect program without disintegration, only the VICP-R group from concrete pavement products was completed the 60-cycle triple-combined effect program without disintegrating. On the other hand, the VICP-Y pavement product was the group that disintegrated in the shortest time under the triple-combined effect. It was determined that the basalt aggregate used on the upper surface of the concrete pavement products increased the resistance of these products against the triple-combined effect, but the yellow color pigment used in their compositions decreased their resistance against the triple-combined effect. Block pavements Triple-combined effect Freeze-thaw cycles Abrasion resistance De-icing salt Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Published Journal Publication published 01 Mar, 2025 Read the published version in Iranian Journal of Science and Technology, Transactions of Civil Engineering → Version 1 posted Editorial decision: Revision requested 24 Jan, 2025 Reviews received at journal 14 Jan, 2025 Reviews received at journal 08 Jan, 2025 Reviewers agreed at journal 19 Dec, 2024 Reviewers agreed at journal 19 Dec, 2024 Reviews received at journal 09 Aug, 2024 Reviewers agreed at journal 08 Aug, 2024 Reviewers agreed at journal 01 Apr, 2024 Reviewers invited by journal 30 Mar, 2024 Editor assigned by journal 19 Feb, 2024 Submission checks completed at journal 19 Feb, 2024 First submitted to journal 15 Feb, 2024 You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. 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