Stability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software

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Abstract This study uses FLAC 2D software to model the mass movement of the slope and assess its stability. Both laboratory and field work have been done. The investigation was done on five mass movement slope locations: Keunom Tiben, Ogwei Tiben, Ofen Tiben, Numba, and Fifty One. Each slope's safety parameters were determined. The materials under study have a water content ranging from 15.1 to 47.4%, are porous (44–58%), and are not extremely plastic with plastic (14.8–29.3%). They are hence extremely vulnerable to creep. Furthermore, the comparatively weak friction angle spans from 5.68 to 32.13°, while the cohesiveness is quite low, ranging from 0.10 to 0.45 bars. Additionally, the Ogwei Tiben, Ofen Tiben, Numba, and Fifty One sites had safety factors of 0.85, 0.98, 0.99, and 0.65 less than 1, respectively. Keunom Tiben is stable, nevertheless (FOS = 2.96). These slopes are hazardous to the nearby population and structures because the safety factor tends to zero as the water height in each profile increases.
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Stability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software | 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 Stability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software Oscar Rodrigue Michel Kenmoe, Luc Leroy Ngueyep Mambou, Sylvain Lawou Kouayep, and 3 more This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-6282961/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 This study uses FLAC 2D software to model the mass movement of the slope and assess its stability. Both laboratory and field work have been done. The investigation was done on five mass movement slope locations: Keunom Tiben, Ogwei Tiben, Ofen Tiben, Numba, and Fifty One. Each slope's safety parameters were determined. The materials under study have a water content ranging from 15.1 to 47.4%, are porous (44–58%), and are not extremely plastic with plastic (14.8–29.3%). They are hence extremely vulnerable to creep. Furthermore, the comparatively weak friction angle spans from 5.68 to 32.13°, while the cohesiveness is quite low, ranging from 0.10 to 0.45 bars. Additionally, the Ogwei Tiben, Ofen Tiben, Numba, and Fifty One sites had safety factors of 0.85, 0.98, 0.99, and 0.65 less than 1, respectively. Keunom Tiben is stable, nevertheless (FOS = 2.96). These slopes are hazardous to the nearby population and structures because the safety factor tends to zero as the water height in each profile increases. Widikum. Mass movement. Safety factor. Slope stability. Modeling 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. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. 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-6282961","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":454854402,"identity":"dbc0c2e5-dbc6-436d-939d-b7f09f377a1e","order_by":0,"name":"Oscar Rodrigue Michel Kenmoe","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA0ElEQVRIiWNgGAWjYDACZgY2xgYI6wCQkJAhRQtbAkgLDzH2wLTwGIBJgup125mfPZxRcSean73n86sbNRY8DOyHj27Ap8XsMJu54YYzz3Jn9pzdZp1zDOgwnrS0G/i18LBJPmw7nLvhRu424xw2oBYJHjMitPwDarn/5plxzj9itWxsANnCw/w4t40oLWxmkjOOHQb6Jc2MObdPgoeNoF/OH34m2VNzOLef/fDjzznf6uT42Q8fw6sFGbBJgElilYMA8wdSVI+CUTAKRsHIAQCxwUn+W2dG6QAAAABJRU5ErkJggg==","orcid":"","institution":"University of Ngaoundere","correspondingAuthor":true,"prefix":"","firstName":"Oscar","middleName":"Rodrigue Michel","lastName":"Kenmoe","suffix":""},{"id":454854403,"identity":"eaec5ec5-34ed-4a08-b56b-b1165aeb30b2","order_by":1,"name":"Luc Leroy Ngueyep Mambou","email":"","orcid":"","institution":"University of Ngaoundere","correspondingAuthor":false,"prefix":"","firstName":"Luc","middleName":"Leroy Ngueyep","lastName":"Mambou","suffix":""},{"id":454854404,"identity":"e9a8bcf4-5a2b-440f-ade0-8ae739ea0b28","order_by":2,"name":"Sylvain Lawou Kouayep","email":"","orcid":"","institution":"University of Bertoua","correspondingAuthor":false,"prefix":"","firstName":"Sylvain","middleName":"Lawou","lastName":"Kouayep","suffix":""},{"id":454854405,"identity":"abc84cfc-12d8-43de-9e62-c428c6c442de","order_by":3,"name":"Paul Adamou","email":"","orcid":"","institution":"University of Ngaoundere","correspondingAuthor":false,"prefix":"","firstName":"Paul","middleName":"","lastName":"Adamou","suffix":""},{"id":454854406,"identity":"12b41c62-816d-44ea-9902-770a80d9d26c","order_by":4,"name":"Ludovic Sylvain Armand Wouatong","email":"","orcid":"","institution":"University of Dschang","correspondingAuthor":false,"prefix":"","firstName":"Ludovic","middleName":"Sylvain Armand","lastName":"Wouatong","suffix":""},{"id":454854407,"identity":"7ecc92ca-b10d-47f4-9b1c-b37a782c89c8","order_by":5,"name":"François Ngapgue","email":"","orcid":"","institution":"University of Dschang","correspondingAuthor":false,"prefix":"","firstName":"François","middleName":"","lastName":"Ngapgue","suffix":""}],"badges":[],"createdAt":"2025-03-22 10:23:12","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-6282961/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-6282961/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":89809678,"identity":"22ff05c2-efaa-4342-a7e1-81da8ced11ee","added_by":"auto","created_at":"2025-08-25 09:47:17","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":1961715,"visible":true,"origin":"","legend":"","description":"","filename":"Revisedmanuscript2025.pdf","url":"https://assets-eu.researchsquare.com/files/rs-6282961/v1_covered_dacf2f6d-c349-47b0-bd07-021db41067cf.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Stability analysis and modeling of the mass movement in the Widikum and its surroundings localities (North-West Cameroon) using FLAC 2D software","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":"Widikum. Mass movement. Safety factor. Slope stability. Modeling","lastPublishedDoi":"10.21203/rs.3.rs-6282961/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-6282961/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThis study uses FLAC 2D software to model the mass movement of the slope and assess its stability. Both laboratory and field work have been done. The investigation was done on five mass movement slope locations: Keunom Tiben, Ogwei Tiben, Ofen Tiben, Numba, and Fifty One. Each slope's safety parameters were determined. The materials under study have a water content ranging from 15.1 to 47.4%, are porous (44\u0026ndash;58%), and are not extremely plastic with plastic (14.8\u0026ndash;29.3%). They are hence extremely vulnerable to creep. Furthermore, the comparatively weak friction angle spans from 5.68 to 32.13\u0026deg;, while the cohesiveness is quite low, ranging from 0.10 to 0.45 bars. 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