Research on mechanism and engineering application of carbon fibre anchor cable for reinforcing dumped dangerous rock slopes

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Research on mechanism and engineering application of carbon fibre anchor cable for reinforcing dumped dangerous rock slopes | 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 Research on mechanism and engineering application of carbon fibre anchor cable for reinforcing dumped dangerous rock slopes Qiang Wang, Jingcheng Yuan, Kui Huang, Jinyu Hu, Zijian Wang, and 3 more This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-7681076/v1 This work is licensed under a CC BY 4.0 License Status: Under Review Version 1 posted 13 You are reading this latest preprint version Abstract This paper investigates the stability control of dumped dangerous rock slopes under multi-field coupled loading using pre-stressed carbon fiber anchor cable reinforcement. A 3D geomechanical model, incorporating rock heterogeneity and structural surface features, was developed using the Midas GTS NX platform. The mechanical response and reinforcement mechanism were analyzed under natural, heavy rainfall, and seismic conditions through numerical simulation and on-site monitoring. Results indicate that: (1) Under natural conditions, carbon fiber anchor cable reinforcement was associated with a significant improvement in slope stability, as evidenced by an increase in the safety factor from 1.165 to 1.432 and a reduction in critical rock displacement from 2.907 mm to 1.236 mm, indicating effective deformation restraint. (2) Under heavy rainfall conditions, the reinforcement system was observed to mitigate slope instability; the simulations suggested that this effect may be attributed to the restraint of hydraulic infiltration and an enhancement of rock stress, resulting in a reduction of the high-strain zone area from 7.8% to 3.1%. A key limitation was identified in the seepage-stress coupling model, which showed a 15.3% deviation from monitoring data. (3) Under seismic loading, a notable displacement response was observed (peak displacement: 7.232 mm), suggesting that supplementary energy-dissipating measures may be necessary for comprehensive stability enhancement in high-seismic-risk scenarios. The study provides theoretical and practical insights for reinforcing dangerous rock slopes, demonstrating the potential of carbon fiber anchor cables within the scope of the modeled conditions, while also identifying specific areas for future model refinement.. Physical sciences/Engineering Earth and environmental sciences/Natural hazards Earth and environmental sciences/Solid earth sciences Carbon fibre anchors Dumped hazardous rock Multi-field coupling Numerical simulation Reinforcement mechanism Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Under Review Version 1 posted Editorial decision: Revision requested 10 May, 2026 Reviews received at journal 09 May, 2026 Reviews received at journal 06 May, 2026 Reviewers agreed at journal 06 May, 2026 Reviewers agreed at journal 29 Apr, 2026 Reviewers agreed at journal 27 Jan, 2026 Reviewers agreed at journal 09 Oct, 2025 Reviewers agreed at journal 08 Oct, 2025 Reviewers invited by journal 07 Oct, 2025 Editor assigned by journal 07 Oct, 2025 Editor invited by journal 29 Sep, 2025 Submission checks completed at journal 27 Sep, 2025 First submitted to journal 27 Sep, 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. 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-7681076","acceptedTermsAndConditions":true,"allowDirectSubmit":false,"archivedVersions":[],"articleType":"Article","associatedPublications":[],"authors":[{"id":531455016,"identity":"97e97678-d78a-496a-835c-7055ffb3679b","order_by":0,"name":"Qiang Wang","email":"","orcid":"","institution":"Chongqing International Construction Corporation","correspondingAuthor":false,"prefix":"","firstName":"Qiang","middleName":"","lastName":"Wang","suffix":""},{"id":531455017,"identity":"00402380-191b-4ab2-8bfd-ef1acd494b8e","order_by":1,"name":"Jingcheng 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hazardous rock, Multi-field coupling, Numerical simulation, Reinforcement mechanism","lastPublishedDoi":"10.21203/rs.3.rs-7681076/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-7681076/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThis paper investigates the stability control of dumped dangerous rock slopes under multi-field coupled loading using pre-stressed carbon fiber anchor cable reinforcement. A 3D geomechanical model, incorporating rock heterogeneity and structural surface features, was developed using the Midas GTS NX platform. The mechanical response and reinforcement mechanism were analyzed under natural, heavy rainfall, and seismic conditions through numerical simulation and on-site monitoring.\u003c/p\u003e\u003cp\u003eResults indicate that: (1) Under natural conditions, carbon fiber anchor cable reinforcement was associated with a significant improvement in slope stability, as evidenced by an increase in the safety factor from 1.165 to 1.432 and a reduction in critical rock displacement from 2.907 mm to 1.236 mm, indicating effective deformation restraint. (2) Under heavy rainfall conditions, the reinforcement system was observed to mitigate slope instability; the simulations suggested that this effect may be attributed to the restraint of hydraulic infiltration and an enhancement of rock stress, resulting in a reduction of the high-strain zone area from 7.8% to 3.1%. A key limitation was identified in the seepage-stress coupling model, which showed a 15.3% deviation from monitoring data. (3) Under seismic loading, a notable displacement response was observed (peak displacement: 7.232 mm), suggesting that supplementary energy-dissipating measures may be necessary for comprehensive stability enhancement in high-seismic-risk scenarios. The study provides theoretical and practical insights for reinforcing dangerous rock slopes, demonstrating the potential of carbon fiber anchor cables within the scope of the modeled conditions, while also identifying specific areas for future model refinement..\u003c/p\u003e\u003cp\u003e\u003c/p\u003e","manuscriptTitle":"Research on mechanism and engineering application of carbon fibre anchor cable for reinforcing dumped dangerous rock slopes","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2025-10-21 18:43:41","doi":"10.21203/rs.3.rs-7681076/v1","editorialEvents":[{"type":"communityComments","content":0},{"type":"decision","content":"Revision requested","date":"2026-05-11T02:40:58+00:00","index":"","fulltext":""},{"type":"editorInvitedReview","content":"","date":"2026-05-09T06:24:55+00:00","index":"hide","fulltext":""},{"type":"editorInvitedReview","content":"","date":"2026-05-07T03:39:43+00:00","index":"hide","fulltext":""},{"type":"reviewerAgreed","content":"238486562798637806035903425898358062578","date":"2026-05-06T04:39:56+00:00","index":"hide","fulltext":""},{"type":"reviewerAgreed","content":"295794719568556521113929389438414491820","date":"2026-04-30T01:01:22+00:00","index":"hide","fulltext":""},{"type":"reviewerAgreed","content":"310287286601974155308992009754463685133","date":"2026-01-28T01:43:52+00:00","index":"hide","fulltext":""},{"type":"reviewerAgreed","content":"310287286601974155308992009754463685133","date":"2025-10-10T03:01:36+00:00","index":"hide","fulltext":""},{"type":"reviewerAgreed","content":"2068776622956022772784978656150681609","date":"2025-10-08T05:58:32+00:00","index":"hide","fulltext":""},{"type":"reviewersInvited","content":"","date":"2025-10-08T02:06:41+00:00","index":"","fulltext":""},{"type":"editorAssigned","content":"","date":"2025-10-08T01:58:42+00:00","index":"","fulltext":""},{"type":"editorInvited","content":"","date":"2025-09-29T10:49:45+00:00","index":"","fulltext":""},{"type":"checksComplete","content":"","date":"2025-09-27T16:31:03+00:00","index":"","fulltext":""},{"type":"submitted","content":"Scientific Reports","date":"2025-09-27T06:54:15+00:00","index":"","fulltext":""}],"status":"published","journal":{"display":true,"email":"[email protected]","identity":"scientific-reports","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":false,"externalIdentity":"scirep","sideBox":"Learn more about [Scientific Reports](http://www.nature.com/srep/)","snPcode":"","submissionUrl":"","title":"Scientific Reports","twitterHandle":"","acdcEnabled":true,"dfaEnabled":true,"editorialSystem":"stoa","reportingPortfolio":"Scientific Reports","inReviewEnabled":true,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"e166f921-f616-42a0-94f9-9f5ddbc55356","owner":[],"postedDate":"October 21st, 2025","published":true,"recentEditorialEvents":[{"type":"decision","content":"Revision requested","date":"2026-05-11T02:40:58+00:00","index":"","fulltext":""},{"type":"editorInvitedReview","content":"","date":"2026-05-09T06:24:55+00:00","index":86,"fulltext":""},{"type":"editorInvitedReview","content":"","date":"2026-05-07T03:39:43+00:00","index":85,"fulltext":""},{"type":"reviewerAgreed","content":"238486562798637806035903425898358062578","date":"2026-05-06T04:39:56+00:00","index":84,"fulltext":""}],"rejectedJournal":[],"revision":"","amendment":"","status":"under-review","subjectAreas":[{"id":56502261,"name":"Physical sciences/Engineering"},{"id":56502262,"name":"Earth and environmental sciences/Natural hazards"},{"id":56502263,"name":"Earth and environmental sciences/Solid earth sciences"}],"tags":[],"updatedAt":"2026-05-24T10:08:29+00:00","versionOfRecord":[],"versionCreatedAt":"2025-10-21 18:43:41","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-7681076","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-7681076","identity":"rs-7681076","version":["v1"]},"buildId":"8U1c8b4HqxoKbykW_rLl7","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}

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