Analysis on vibration screening by Rayleigh wave propagation through open and in-filled trench

Analysis on vibration screening by Rayleigh wave propagation through open and in-filled trench | 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 Analysis on vibration screening by Rayleigh wave propagation through open and in-filled trench Rahul Barman This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-4946799/v1 This work is licensed under a CC BY 4.0 License Status: Under Review Version 1 posted 3 You are reading this latest preprint version Abstract This research tackles the important problem of ground vibrations brought on by pile driving, machine foundation, blasting load, and train-induced load, as well as their possible effects on adjacent structures and delicate equipments. Numerous investigations using experimental and computational methods have been conducted on vibration isolation. Rayleigh waves are the primary carrier of vibrational energy. The phenomenon of Rayleigh wave propagation through various elastic media, such as an in-filled trench, is highly intriguing, yet there is a dearth of literature on it. It has explored an innovative solution using Geofoam, crumb rubber, a non-biodegradable waste and concrete. This research discusses how the reflected and transmitted Rayleigh wave has altered the displacement before and after the trench. The whole vibration screening investigation was conducted with the transmission, reflection, and propagation of Rayleigh waves in mind. A standard numerical analysis has also been conducted to determine the differences between the two approaches. The displacement of soil particles in both vertical and horizontal directions has been observed. Numerous parametric study variations, such as trench depth, width, location, and operation frequency, have been investigated in this study. There is a favourable result when the finite element and analytical findings are compared. Vibration screening Isolation Rayleigh wave Open trench FEM Infilled trench Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Under Review Version 1 posted Editor assigned by journal 22 Aug, 2024 Submission checks completed at journal 22 Aug, 2024 First submitted to journal 20 Aug, 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. 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-4946799","acceptedTermsAndConditions":true,"allowDirectSubmit":false,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":343844112,"identity":"61b7ea3d-7ffe-4eaf-9ba1-1affa3a1b8be","order_by":0,"name":"Rahul Barman","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA10lEQVRIiWNgGAWjYDACCSBKYDgAZDGDCAkZ4rXwMLAlgLg8xGlhAGvhMQDxCWsxn93AeOPhjjvy9uxnPr+6UWPBw8B++OgGfFpk7hxgtkg888ywhyd3m3XOMaDDeNLSbuB1l0QCm0Ri22HGHobcbcY5bEAtEjxmRGmx7+F/88w45x8JWhJ7JHKYH+e2EaNF5mCzBVBLcs+NZ2bMuX0SPGwE/SLdfPDmz7bDtu39yY8/53yrk+NnP3wMrxYGBsYGGItNAkziV44KmD+QonoUjIJRMApGDgAAhnxGXB4moGkAAAAASUVORK5CYII=","orcid":"","institution":"National Institute Of Technology Silchar","correspondingAuthor":true,"prefix":"","firstName":"Rahul","middleName":"","lastName":"Barman","suffix":""}],"badges":[],"createdAt":"2024-08-20 17:34:05","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-4946799/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-4946799/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":64944911,"identity":"2702f766-ee65-4dbf-a21e-c59d378d8c16","added_by":"auto","created_at":"2024-09-20 16:39:51","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":1101490,"visible":true,"origin":"","legend":"","description":"","filename":"ManuscripforanalyticalmodelofVibrationRevised.pdf","url":"https://assets-eu.researchsquare.com/files/rs-4946799/v1_covered_c37569fd-83bf-4dea-bb4b-3e735a3e0c2b.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Analysis on vibration screening by Rayleigh wave propagation through open and in-filled trench","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":false,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"asian-journal-of-civil-engineering","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":false,"externalIdentity":"","sideBox":"Learn more about [Asian Journal of Civil Engineering](https://www.springer.com/journal/42107)","snPcode":"42107","submissionUrl":"https://submission.nature.com/new-submission/42107/3","title":"Asian Journal of Civil Engineering","twitterHandle":"","acdcEnabled":true,"dfaEnabled":true,"editorialSystem":"stoa","reportingPortfolio":"Springer Hybrid","inReviewEnabled":true,"inReviewRevisionsEnabled":false},"keywords":"Vibration screening, Isolation, Rayleigh wave, Open trench, FEM, Infilled trench","lastPublishedDoi":"10.21203/rs.3.rs-4946799/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-4946799/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThis research tackles the important problem of ground vibrations brought on by pile driving, machine foundation, blasting load, and train-induced load, as well as their possible effects on adjacent structures and delicate equipments. 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