Study on the Blasting Effect of Radial Uncoupled Parameters on Limestone
To analyze the influence of radial decoupling parameters on the blasting effect of limestone, finite element analysis was established using ANSYS/ls-dyna to analyze the effects of different radial decoupling coefficients and different media on blasting. Research has found that limestone has more cra...
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Veröffentlicht in: | Journal of physics. Conference series 2024-01, Vol.2694 (1), p.12076 |
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description | To analyze the influence of radial decoupling parameters on the blasting effect of limestone, finite element analysis was established using ANSYS/ls-dyna to analyze the effects of different radial decoupling coefficients and different media on blasting. Research has found that limestone has more cracks and more pronounced cracking when air is uncoupled. Under the condition of air decoupling, the stress waves in the rock mass are more concentrated and have higher energy, while under the condition of water decoupling, the stress waves in the rock mass diffuse faster, have a larger range of action, and have lower energy. Reasonably increasing the radial decoupling coefficient can effectively reduce damage around the borehole. For limestone formations, it is recommended to use an air decoupling method during construction, with a radial decoupling coefficient kd=2.0 for the borehole. |
doi_str_mv | 10.1088/1742-6596/2694/1/012076 |
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Research has found that limestone has more cracks and more pronounced cracking when air is uncoupled. Under the condition of air decoupling, the stress waves in the rock mass are more concentrated and have higher energy, while under the condition of water decoupling, the stress waves in the rock mass diffuse faster, have a larger range of action, and have lower energy. Reasonably increasing the radial decoupling coefficient can effectively reduce damage around the borehole. For limestone formations, it is recommended to use an air decoupling method during construction, with a radial decoupling coefficient kd=2.0 for the borehole.</description><identifier>ISSN: 1742-6588</identifier><identifier>EISSN: 1742-6596</identifier><identifier>DOI: 10.1088/1742-6596/2694/1/012076</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Blasting ; Boreholes ; Coefficients ; Cracking (fracturing) ; Decoupling method ; Finite element method ; Limestone ; numerical simulation ; Parameters ; radial uncoupled charging ; Rock masses ; Stress waves</subject><ispartof>Journal of physics. Conference series, 2024-01, Vol.2694 (1), p.12076</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). 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For limestone formations, it is recommended to use an air decoupling method during construction, with a radial decoupling coefficient kd=2.0 for the borehole.</description><subject>Blasting</subject><subject>Boreholes</subject><subject>Coefficients</subject><subject>Cracking (fracturing)</subject><subject>Decoupling method</subject><subject>Finite element method</subject><subject>Limestone</subject><subject>numerical simulation</subject><subject>Parameters</subject><subject>radial uncoupled charging</subject><subject>Rock masses</subject><subject>Stress waves</subject><issn>1742-6588</issn><issn>1742-6596</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqFkF1LwzAUhoMoOKe_wYB3wuzJR5v2Uoc6ZeBw7jqkaaIdXVOT9mL_3pbKRBA8NzmQ93kPPAhdErghkKYREZzOkjhLIppkPCIREAoiOUKTw8_xYU_TU3QWwhaA9SMmaLFuu2KPXY3bD4PvKhXasn7H99Ya3WJn8asqSlXhTa1d11SmwCvl1c60xoeBWpY7E1pXm3N0YlUVzMX3O0Wbh_u3-WK2fHl8mt8uZ5oKnsysMJbHXFuTsTzONeVCmRxUXmSKKANAgaeC0pwq0LHKFeQxWIhtwbnuK9gUXY29jXefXX9bbl3n6_6kpBllwASJWZ8SY0p7F4I3Vja-3Cm_lwTkoE0OQuQgRw7aJJGjtp5kI1m65qf6f-r6D-p5NV__DsqmsOwLuDJ8aw</recordid><startdate>20240101</startdate><enddate>20240101</enddate><creator>Liu, Erping</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>H8D</scope><scope>HCIFZ</scope><scope>L7M</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20240101</creationdate><title>Study on the Blasting Effect of Radial Uncoupled Parameters on Limestone</title><author>Liu, Erping</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2746-f7ef454cfe93b5bc247aeb0abd9a1ae002048722b2a0c5aba0b50f05fd44cc273</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Blasting</topic><topic>Boreholes</topic><topic>Coefficients</topic><topic>Cracking (fracturing)</topic><topic>Decoupling method</topic><topic>Finite element method</topic><topic>Limestone</topic><topic>numerical simulation</topic><topic>Parameters</topic><topic>radial uncoupled charging</topic><topic>Rock masses</topic><topic>Stress waves</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Erping</creatorcontrib><collection>Institute of Physics Open Access Journal Titles</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Advanced Technologies & Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Aerospace Database</collection><collection>SciTech Premium Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Advanced Technologies & Aerospace Database</collection><collection>ProQuest Advanced Technologies & Aerospace Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Journal of physics. 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Under the condition of air decoupling, the stress waves in the rock mass are more concentrated and have higher energy, while under the condition of water decoupling, the stress waves in the rock mass diffuse faster, have a larger range of action, and have lower energy. Reasonably increasing the radial decoupling coefficient can effectively reduce damage around the borehole. For limestone formations, it is recommended to use an air decoupling method during construction, with a radial decoupling coefficient kd=2.0 for the borehole.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1742-6596/2694/1/012076</doi><tpages>7</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Blasting Boreholes Coefficients Cracking (fracturing) Decoupling method Finite element method Limestone numerical simulation Parameters radial uncoupled charging Rock masses Stress waves |
title | Study on the Blasting Effect of Radial Uncoupled Parameters on Limestone |
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