Effect of sulfuric acid corrosion on the shear behavior of recycled coarse aggregate concrete-soil interfaces: An experimental study

Effect of sulfuric acid corrosion on the shear behavior of recycled coarse aggregate concrete-soil interfaces: An experimental study | 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 Effect of sulfuric acid corrosion on the shear behavior of recycled coarse aggregate concrete-soil interfaces: An experimental study Xuyong Chen, Jiawei Mao, Jie Liu This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-8091141/v1 This work is licensed under a CC BY 4.0 License Status: Published Journal Publication published 25 Feb, 2026 Read the published version in Geotechnical and Geological Engineering → Version 1 posted 11 You are reading this latest preprint version Abstract This study investigates the shear behavior of recycled coarse aggregate concrete–soil interfaces subjected to sulfuric acid corrosion, with the aim of facilitating the practical application of recycled coarse aggregate concrete piles in chemically aggressive environments. Large-scale direct shear tests were conducted to examine the effects of corrosion time and recycled coarse aggregate replacement ratio on the interfacial shear strength and the corresponding shear displacement. The applicability of the conventional hyperbolic model for characterizing the shear stress–displacement relationship was evaluated, and a time-dependent modification was proposed to more accurately reflect the shear behavior of corroded interfaces. The test results show that both interfacial shear strength and displacement increase significantly with prolonged corrosion exposure, rising by 12% and 225%, respectively, after 90 days of sulfuric acid attack. Additionally, an increase in the recycled coarse aggregate replacement ratio enhances shear strength and displacement. Increasing the replacement ratio from 0% to 100% enhanced shear strength by 12.6% and displacement by 44.4%. While the classical hyperbolic model effectively described the shear stress–displacement relationship, the proposed time-dependent model eliminated reliance on experimental inputs and improved predictive accuracy under prolonged corrosion. These findings offer valuable guidance for the design and durability assessment of recycled coarse aggregate concrete pile foundations in acidic soil environments. Interface shear behavior Sulfuric acid corrosion Recycled coarse aggregate concrete Soil Constitutive model Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Published Journal Publication published 25 Feb, 2026 Read the published version in Geotechnical and Geological Engineering → Version 1 posted Editorial decision: Revision requested 01 Jan, 2026 Reviews received at journal 01 Jan, 2026 Reviews received at journal 22 Dec, 2025 Reviewers agreed at journal 21 Dec, 2025 Reviewers agreed at journal 21 Dec, 2025 Reviews received at journal 21 Dec, 2025 Reviewers agreed at journal 09 Dec, 2025 Reviewers invited by journal 12 Nov, 2025 Editor assigned by journal 12 Nov, 2025 Submission checks completed at journal 12 Nov, 2025 First submitted to journal 11 Nov, 2025 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. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. 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Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-8091141","acceptedTermsAndConditions":true,"allowDirectSubmit":false,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":549295769,"identity":"de585f81-c92b-4255-8076-80ba79aa2e13","order_by":0,"name":"Xuyong Chen","email":"","orcid":"","institution":"Wuhan Institute of Technology","correspondingAuthor":false,"prefix":"","firstName":"Xuyong","middleName":"","lastName":"Chen","suffix":""},{"id":549295770,"identity":"e520123c-c71b-4e08-9a1e-7839c45ec909","order_by":1,"name":"Jiawei Mao","email":"","orcid":"","institution":"Wuhan Institute of 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Large-scale direct shear tests were conducted to examine the effects of corrosion time and recycled coarse aggregate replacement ratio on the interfacial shear strength and the corresponding shear displacement. The applicability of the conventional hyperbolic model for characterizing the shear stress\u0026ndash;displacement relationship was evaluated, and a time-dependent modification was proposed to more accurately reflect the shear behavior of corroded interfaces. The test results show that both interfacial shear strength and displacement increase significantly with prolonged corrosion exposure, rising by 12% and 225%, respectively, after 90 days of sulfuric acid attack. Additionally, an increase in the recycled coarse aggregate replacement ratio enhances shear strength and displacement. Increasing the replacement ratio from 0% to 100% enhanced shear strength by 12.6% and displacement by 44.4%. While the classical hyperbolic model effectively described the shear stress\u0026ndash;displacement relationship, the proposed time-dependent model eliminated reliance on experimental inputs and improved predictive accuracy under prolonged corrosion. 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