Appraisal technique and implementation of cutting slope steadiness in residential building in mountainous regions

Appraisal technique and implementation of cutting slope steadiness in residential building in mountainous regions | 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 Article Appraisal technique and implementation of cutting slope steadiness in residential building in mountainous regions Lele Lei, Chuansheng Huang, Zhidong Yi, Huo Liu, Changyi Lai This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-6560314/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract Numerous elements influence the steadiness of the cutting slope for building houses. Many techniques and frameworks for assessing slope stability have been proposed in current research, yet there remains a deficiency in the findings related to cutting slope stability for construction. Consequently, a selection of general survey and investigative indicators for various cutting slope is made as the evaluation index, grounded in the examination of current slope stability evaluation techniques. To assess the stability of cutting slope, a hierarchical structure model is created through hierarchical analysis, followed by computing the weights of the target layer, quasi-test layer, and sub-category indices. Concurrently, alterations are made to the comprehensive index model, and the evaluation index weight derived from hierarchical analysis is integrated into the updated composite index model. Subsequently, a semi-quantitative assessment framework for the stability of cutting slope is constructed. For confirming the model's precision and accuracy, the suggested semi-quantitative assessment model was utilized on the stability analysis of 43 disaster locations in Jiangxi Province in 2023, yielding results that closely match the real-world scenario. Earth and environmental sciences/Natural hazards Physical sciences/Engineering/Civil engineering system for evaluation index system stability semi-quantitative framework Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted 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. We do this by developing innovative software and high quality services for the global research community. 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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-6560314","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Article","associatedPublications":[],"authors":[{"id":459770715,"identity":"c39b5cba-f918-4ae8-b554-9d8bf9a52571","order_by":0,"name":"Lele Lei","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA4klEQVRIie3PsWrCQBzH8d9xcC5Hbr2A6Cv8odCp5FlyBNwExwwOJxYztIWOfQzHjgkH6XKlq2PyBro5CGpnJUm3DveZf9/hBwTBPxSBrUoskCiuDk2aL/sTAWZLELK4wAM1vh6SAL8J2/7gMW6f+YBktLblnp44OcxyYwVU8ZJ2J7Ky1QfNotih3pnPMbT/3nYn2lgnyfHIsc3OeAHS855k2lp3ojOzjouF2fABib6OQSV7d0JgWCKNrV4py+K15Dr1tez9okZfbXPMk0Qpzw7HfDlRxVt3ckP+bR4EQRDcdQGMJUg9JpCoWQAAAABJRU5ErkJggg==","orcid":"","institution":"East China University of Technology","correspondingAuthor":true,"prefix":"","firstName":"Lele","middleName":"","lastName":"Lei","suffix":""},{"id":459770716,"identity":"1a1a11bf-b10e-4011-83dd-f76fd09ab8b3","order_by":1,"name":"Chuansheng Huang","email":"","orcid":"","institution":"East China University of Technology","correspondingAuthor":false,"prefix":"","firstName":"Chuansheng","middleName":"","lastName":"Huang","suffix":""},{"id":459770717,"identity":"360d648e-6ed4-4beb-9736-c19c517626eb","order_by":2,"name":"Zhidong Yi","email":"","orcid":"","institution":"Department of Natural Resources of Jiangxi Province","correspondingAuthor":false,"prefix":"","firstName":"Zhidong","middleName":"","lastName":"Yi","suffix":""},{"id":459770718,"identity":"f94d294b-a753-4b61-86f1-3dabc9a73d14","order_by":3,"name":"Huo Liu","email":"","orcid":"","institution":"Jiangxi Provincial Bureau of Geology","correspondingAuthor":false,"prefix":"","firstName":"Huo","middleName":"","lastName":"Liu","suffix":""},{"id":459770719,"identity":"694b79b3-f64e-4497-82b3-7e2fae7c6ae7","order_by":4,"name":"Changyi Lai","email":"","orcid":"","institution":"East China University of Technology","correspondingAuthor":false,"prefix":"","firstName":"Changyi","middleName":"","lastName":"Lai","suffix":""}],"badges":[],"createdAt":"2025-04-30 02:23:12","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-6560314/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-6560314/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":95525093,"identity":"a881dc88-e65a-49a8-9c44-357bc03ad0ea","added_by":"auto","created_at":"2025-11-10 10:04:14","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":487765,"visible":true,"origin":"","legend":"","description":"","filename":"Manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-6560314/v1_covered_fb00a84d-0ae1-41e7-81c0-6486134c3fbc.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Appraisal technique and implementation of cutting slope steadiness in residential building in mountainous regions","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":true,"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":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"system for evaluation index system, stability, semi-quantitative framework","lastPublishedDoi":"10.21203/rs.3.rs-6560314/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-6560314/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eNumerous elements influence the steadiness of the cutting slope for building houses. Many techniques and frameworks for assessing slope stability have been proposed in current research, yet there remains a deficiency in the findings related to cutting slope stability for construction. Consequently, a selection of general survey and investigative indicators for various cutting slope is made as the evaluation index, grounded in the examination of current slope stability evaluation techniques. To assess the stability of cutting slope, a hierarchical structure model is created through hierarchical analysis, followed by computing the weights of the target layer, quasi-test layer, and sub-category indices. Concurrently, alterations are made to the comprehensive index model, and the evaluation index weight derived from hierarchical analysis is integrated into the updated composite index model. Subsequently, a semi-quantitative assessment framework for the stability of cutting slope is constructed. 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