Study on Mining Pressure Control of Deep Coal Seam——Based on Artificial Fault Technology | 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 Study on Mining Pressure Control of Deep Coal Seam——Based on Artificial Fault Technology Xiaoding Xu, Yubing Gao, Manchao He, Qiang Fu, Xingjian Wei This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-333799/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 Based on the pressure transfer principle and stress distribution characteristics around a fault, introducing artificial fault technology to control the propagation of abutment pressure, and a mechanical model of abutment pressure under the influence of artificial fault was established. This new mechanical model can well fit the distribution law of mining stress after roof cutting. The pressure transfer mechanism of prefabrication support of rock blasting was analyzed, and the transfer trend of pressure and the mining stress of rock top was determined. It is of great significance to guide the implementation of the pressure relief work at the top of the stope. The study shows that the total energy of the system is conserved, the integrity of rock layer is destroyed by blasting, and the deformation and damage of pressure relief zone absorb a large amount of energy. Thus, the accumulated strain energy of abutment pressure region is released, and the influencing range of abutment pressure is reduced. As the horizontal distance from the cutting surface is farther away from the working surface, the smaller the stress difference on both sides of the cutting top, the less obvious the blocking effect of mining pressure. When the cutting point is closer to the working surface, the higher the peak value of abutment pressure due to the superposition of peripheral stress concentration caused by the cutting and peak of abutment pressure caused by mining. Then, the numerical simulation analysis was carried out, the results show that the technology of forming artificial fault by cutting the top can cut off the influence range of the mining pressure. It can effectively control the deformation of dynamic pressure tunnl. Finally, a practice of rock blasting pressure relief engineering was carried out, and the influencing range of abutment pressure of working face before blasting pressure reduction was reduced by 1/3 compared with that before the pressure relief. Civil Engineering Mining pressure artificial fault concentrated stress pressure transfer Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Figure 12 Figure 13 Figure 14 Figure 15 Figure 16 Figure 17 Figure 18 Figure 19 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-333799","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":17250307,"identity":"775cf07e-5261-4acf-8123-48b01a45ef20","order_by":0,"name":"Xiaoding Xu","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAAzElEQVRIiWNgGAWjYDCCwxBKDsplJl6LMRAzNhCn5QCESmwgWgvfcd7DLxjbDqf3z8hOf8BQYZ3YwH72AF4tkof50iwYzhzOnXEjd2MDw5n0xAaevAS8WgwO85gZMFQczt0gAdQCtC6xQYLHgAgtBofTDcBa/hGnxRjohcMJEC0NRGiRBNrCAPSC4YwzbzfOSDiWbtzGk4NfC9/5M8YfGNus5fnbczd8+FBjLdvPfga/FiBgk/4DYyaAuITUAwHzByIUjYJRMApGwUgGAKvbRQOvAX9sAAAAAElFTkSuQmCC","orcid":"","institution":"Jilin University","correspondingAuthor":true,"submittingAuthor":false,"prefix":"","firstName":"Xiaoding","middleName":"","lastName":"Xu","suffix":""},{"id":17250308,"identity":"f7db1641-d967-4bb2-95cb-c07cd678f271","order_by":1,"name":"Yubing Gao","email":"","orcid":"","institution":"China University of Mining and Technology","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Yubing","middleName":"","lastName":"Gao","suffix":""},{"id":17250309,"identity":"0e3f23f4-2fd9-456e-bcd3-3d8861822a36","order_by":2,"name":"Manchao He","email":"","orcid":"","institution":"China University of Mining and Technology","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Manchao","middleName":"","lastName":"He","suffix":""},{"id":17250310,"identity":"7ded5e39-f27f-429b-96ea-4882b2d72212","order_by":3,"name":"Qiang Fu","email":"","orcid":"","institution":"China University of Mining and Technology","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Qiang","middleName":"","lastName":"Fu","suffix":""},{"id":17250311,"identity":"31e6b571-7a07-4f57-a205-2fc82fc7c0b8","order_by":4,"name":"Xingjian Wei","email":"","orcid":"","institution":"China University of Mining and Technology","correspondingAuthor":false,"submittingAuthor":false,"prefix":"","firstName":"Xingjian","middleName":"","lastName":"Wei","suffix":""}],"badges":[],"createdAt":"2021-03-16 05:14:08","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-333799/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-333799/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":7289541,"identity":"2cb63780-923b-4727-ac30-fd78156b4460","added_by":"auto","created_at":"2021-03-23 22:38:48","extension":"jpg","order_by":1,"title":"Figure 1","display":"","copyAsset":false,"role":"figure","size":71780,"visible":true,"origin":"","legend":"General information of the working face\n \n","description":"","filename":"Fig1.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/f2e7941917af10726ba702b2.jpg"},{"id":7289187,"identity":"d47584b0-2c25-45f9-8a7a-c5972db6fe45","added_by":"auto","created_at":"2021-03-23 22:35:47","extension":"jpg","order_by":2,"title":"Figure 2","display":"","copyAsset":false,"role":"figure","size":81505,"visible":true,"origin":"","legend":"Tunnel deformation under dynamic pressure","description":"","filename":"Fig2.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/a258e75549c1383874de1ab4.jpg"},{"id":7289188,"identity":"a77f02bb-a2c8-4256-ab93-1390a9c0ef6c","added_by":"auto","created_at":"2021-03-23 22:35:47","extension":"jpg","order_by":3,"title":"Figure 3","display":"","copyAsset":false,"role":"figure","size":41877,"visible":true,"origin":"","legend":"Diagram of stress distribution under the influence of faults","description":"","filename":"Fig3.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/6bbfcee00be97110c1715fd9.jpg"},{"id":7288865,"identity":"93a15faf-6a73-4639-b658-c277d3262c0f","added_by":"auto","created_at":"2021-03-23 22:32:47","extension":"jpg","order_by":4,"title":"Figure 4","display":"","copyAsset":false,"role":"figure","size":33677,"visible":true,"origin":"","legend":"Arbitrary point force calculation model ","description":"","filename":"Fig4.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/d8187d82932fa5634600c9c2.jpg"},{"id":7288877,"identity":"4c5c0184-a55c-44f6-8a9d-70e08d7ac414","added_by":"auto","created_at":"2021-03-23 22:32:48","extension":"jpg","order_by":5,"title":"Figure 5","display":"","copyAsset":false,"role":"figure","size":36041,"visible":true,"origin":"","legend":"The calculation model of abutment pressure transferring","description":"","filename":"Fig5.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/c08dd708e265a2c4d9291be4.jpg"},{"id":7289189,"identity":"f7880844-e1e1-42a8-aa39-e9d0a6dce779","added_by":"auto","created_at":"2021-03-23 22:35:47","extension":"jpg","order_by":6,"title":"Figure 6","display":"","copyAsset":false,"role":"figure","size":35092,"visible":true,"origin":"","legend":"Mechanical model of stress distribution on both sides of artificial fault","description":"","filename":"Fig6.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/93607599a3e85ad9ff565cf1.jpg"},{"id":7288880,"identity":"c65f8983-4e53-4e66-9fc7-5919fdd55ccc","added_by":"auto","created_at":"2021-03-23 22:32:48","extension":"jpg","order_by":7,"title":"Figure 7","display":"","copyAsset":false,"role":"figure","size":46254,"visible":true,"origin":"","legend":"Calculation model of arbitrary point force of bearing stress with artificial fault","description":"","filename":"Fig7.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/3586700043a8f5f7385aec63.jpg"},{"id":7288870,"identity":"21eb3bcb-917f-455e-8eef-8ed000ece2b1","added_by":"auto","created_at":"2021-03-23 22:32:48","extension":"jpg","order_by":8,"title":"Figure 8","display":"","copyAsset":false,"role":"figure","size":38254,"visible":true,"origin":"","legend":"Abutment pressure curves at different horizontal cutting positions from the working face","description":"","filename":"Fig8.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/c8e538b3fc6025583d0adc17.jpg"},{"id":7289195,"identity":"302bfdcb-c49c-4d04-ba9c-4120e5973337","added_by":"auto","created_at":"2021-03-23 22:35:48","extension":"jpg","order_by":9,"title":"Figure 9","display":"","copyAsset":false,"role":"figure","size":49699,"visible":true,"origin":"","legend":"Numerical model of the strata","description":"","filename":"Fig9.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/29404f0c731f00494ec9a2fc.jpg"},{"id":7289192,"identity":"9bf68998-f4c4-4c67-8e4f-ad3242ba208b","added_by":"auto","created_at":"2021-03-23 22:35:48","extension":"jpg","order_by":10,"title":"Figure 10","display":"","copyAsset":false,"role":"figure","size":43629,"visible":true,"origin":"","legend":"Abutment pressure curve before and after pressure relief","description":"","filename":"Fig10.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/da56d3d338a758d4065446bc.jpg"},{"id":7289542,"identity":"3df56f1a-1f28-4895-8254-d7d0413b4291","added_by":"auto","created_at":"2021-03-23 22:38:48","extension":"jpg","order_by":11,"title":"Figure 11","display":"","copyAsset":false,"role":"figure","size":50687,"visible":true,"origin":"","legend":"Vertical stress cloud diagram before and after pressure relief","description":"","filename":"Fig11.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/32deea0b6f147d642bc5651d.jpg"},{"id":7289540,"identity":"e0ca5026-9089-4124-92d6-d6cc210ead6f","added_by":"auto","created_at":"2021-03-23 22:38:48","extension":"jpg","order_by":12,"title":"Figure 12","display":"","copyAsset":false,"role":"figure","size":49307,"visible":true,"origin":"","legend":"tunnel displacement cloud map before and after blasting pressure relief","description":"","filename":"Fig12.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/633e70b6a9e6cf44ecff6d37.jpg"},{"id":7289197,"identity":"1e050f77-0079-4d8f-b317-826af0d75aaf","added_by":"auto","created_at":"2021-03-23 22:35:49","extension":"jpg","order_by":13,"title":"Figure 13","display":"","copyAsset":false,"role":"figure","size":50629,"visible":true,"origin":"","legend":"Layout of blastholes","description":"","filename":"Fig13.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/8dd270785b921fc6832d4223.jpg"},{"id":7288866,"identity":"8ce43d16-0ad1-44ca-a315-1ccffebb700b","added_by":"auto","created_at":"2021-03-23 22:32:47","extension":"jpg","order_by":14,"title":"Figure 14","display":"","copyAsset":false,"role":"figure","size":45501,"visible":true,"origin":"","legend":"A-A section","description":"","filename":"Fig14.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/71bbe5096a33ace9d6083047.jpg"},{"id":7289193,"identity":"6251ffc8-446b-4322-9138-ac5ad11cf6e1","added_by":"auto","created_at":"2021-03-23 22:35:48","extension":"jpg","order_by":15,"title":"Figure 15","display":"","copyAsset":false,"role":"figure","size":60951,"visible":true,"origin":"","legend":"Ultrasonic detection system\n \n","description":"","filename":"Fig15.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/8794ce225e7bdf6eb790b5f3.jpg"},{"id":7288873,"identity":"e64d2fc3-a160-42a8-a546-fe367cf1280f","added_by":"auto","created_at":"2021-03-23 22:32:48","extension":"jpg","order_by":16,"title":"Figure 16","display":"","copyAsset":false,"role":"figure","size":46501,"visible":true,"origin":"","legend":"Schematic diagram of station layout","description":"","filename":"Fig16.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/ac418328c3144b2745bf23ad.jpg"},{"id":7289194,"identity":"addb4dcf-6094-4532-9465-ceece925f100","added_by":"auto","created_at":"2021-03-23 22:35:48","extension":"jpg","order_by":17,"title":"Figure 17","display":"","copyAsset":false,"role":"figure","size":139532,"visible":true,"origin":"","legend":"Original waveform of ultrasonic detection","description":"","filename":"Fig17.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/bf90cef27c6d83845994f2ec.jpg"},{"id":7289198,"identity":"0a5d863c-74f8-4204-968f-5ba8da237d72","added_by":"auto","created_at":"2021-03-23 22:35:49","extension":"jpg","order_by":18,"title":"Figure 18","display":"","copyAsset":false,"role":"figure","size":65762,"visible":true,"origin":"","legend":"Nephogram of ultrasonic detection","description":"","filename":"Fig18.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/c1e74f828bf389fa971a2a10.jpg"},{"id":7288882,"identity":"00344dac-77e9-4198-a155-493bc6ec8700","added_by":"auto","created_at":"2021-03-23 22:32:49","extension":"jpg","order_by":19,"title":"Figure 19","display":"","copyAsset":false,"role":"figure","size":51438,"visible":true,"origin":"","legend":"Pressure curve of each station","description":"","filename":"Fig19.jpg","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1/927d4a0554a2d40970640b08.jpg"},{"id":13612703,"identity":"ea2b1c47-f3e6-4f8a-a6f2-19b0682edb1a","added_by":"auto","created_at":"2021-09-17 06:34:09","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":2099747,"visible":true,"origin":"","legend":"","description":"","filename":"Manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1_covered.pdf"},{"id":7289736,"identity":"ae8108fb-2a4f-4db8-9b15-50cfc7a2634a","added_by":"auto","created_at":"2021-03-23 22:41:52","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":2261044,"visible":true,"origin":"","legend":"","description":"","filename":"Manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-333799/v1_stamped.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"\u003cp\u003eStudy on Mining Pressure Control of Deep Coal Seam——Based on Artificial Fault Technology\u003c/p\u003e","fulltext":[{"header":"Full Text","content":"\u003cp\u003eThis preprint is available for \u003ca href='/article/rs-333799/latest.pdf' target='_blank'\u003edownload as a PDF\u003c/a\u003e.\u003c/p\u003e"}],"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":false,"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":"Mining pressure, artificial fault, concentrated stress, pressure transfer","lastPublishedDoi":"10.21203/rs.3.rs-333799/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-333799/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eBased on the pressure transfer principle and stress distribution characteristics around a fault, introducing artificial fault technology to control the propagation of abutment pressure, and a mechanical model of abutment pressure under the influence of artificial fault was established. This new mechanical model can well fit the distribution law of mining stress after roof cutting. The pressure transfer mechanism of prefabrication support of rock blasting was analyzed, and the transfer trend of pressure and the mining stress of rock top was determined. It is of great significance to guide the implementation of the pressure relief work at the top of the stope. The study shows that the total energy of the system is conserved, the integrity of rock layer is destroyed by blasting, and the deformation and damage of pressure relief zone absorb a large amount of energy. Thus, the accumulated strain energy of abutment pressure region is released, and the influencing range of abutment pressure is reduced. As the horizontal distance from the cutting surface is farther away from the working surface, the smaller the stress difference on both sides of the cutting top, the less obvious the blocking effect of mining pressure. When the cutting point is closer to the working surface, the higher the peak value of abutment pressure due to the superposition of peripheral stress concentration caused by the cutting and peak of abutment pressure caused by mining. Then, the numerical simulation analysis was carried out, the results show that the technology of forming artificial fault by cutting the top can cut off the influence range of the mining pressure. It can effectively control the deformation of dynamic pressure tunnl. Finally, a practice of rock blasting pressure relief engineering was carried out, and the influencing range of abutment pressure of working face before blasting pressure reduction was reduced by 1/3 compared with that before the pressure relief.\u0026nbsp;\u003c/p\u003e","manuscriptTitle":"Study on Mining Pressure Control of Deep Coal Seam——Based on Artificial Fault Technology","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2021-03-23 22:32:45","doi":"10.21203/rs.3.rs-333799/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","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}}],"origin":"","ownerIdentity":"edfefa29-0846-4023-8283-c170fff59845","owner":[],"postedDate":"March 23rd, 2021","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[{"id":3172212,"name":"Civil Engineering"}],"tags":[],"updatedAt":"2021-04-08T16:59:04+00:00","versionOfRecord":[],"versionCreatedAt":"2021-03-23 22:32:45","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-333799","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-333799","identity":"rs-333799","version":["v1"]},"buildId":"FbvkV6FR0MCFSLy54lSbu","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}
Text is read by the "Ask this paper" AI Q&A widget below.
Extraction quality varies by source — PMC NXML preserves structure
cleanly, OA-HTML may include some navigation residue, and OA-PDF can
have broken hyphenation. The publisher copy
(via DOI)
is the canonical version.