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Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs
With the application of electronic detonators, delayed blasting is considered a very effective method to improve rock fragmentation, and this technique is widely used in practical engineering. Therefore, it is necessary to study the rock-breaking mechanism of double-hole delayed blasting. In this pa...
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Published in: | International journal of geomechanics 2024-03, Vol.24 (3) |
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description | With the application of electronic detonators, delayed blasting is considered a very effective method to improve rock fragmentation, and this technique is widely used in practical engineering. Therefore, it is necessary to study the rock-breaking mechanism of double-hole delayed blasting. In this paper, based on the finite difference method, the influence of double-hole delayed blasting on the reservoir permeability was quantitatively analyzed by adopting the adjacent hole spacing, delay time, and decoupling coefficient (K) as variables and the permeability increment as an evaluation index. Based on the parameters studied in this paper, it was found that the effect of the delay time on the reservoir permeability depends on the hole spacing. When the hole spacing is less than 20ra (ra is the borehole radius), a reasonable delay time could significantly increase the reservoir permeability, but when the hole spacing is greater than 20ra, the delay time does not affect reservoir permeability enhancement. The decoupling coefficient could control the attenuation speed of shock wave energy. For K = 2, energy attenuation occurred the slowest, and the reservoir permeability increase effect was the best. Based on site-scale numerical simulations, the mechanism of stress superposition between boreholes was revealed, and the position of stress superposition was controlled by adjusting the delay time to break hard reservoir rock so that the cracks between two holes were connected, i.e., accurate reservoir reconstruction was achieved. This work provides a certain guiding basis for actual engineering applications. |
doi_str_mv | 10.1061/IJGNAI.GMENG-8858 |
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Therefore, it is necessary to study the rock-breaking mechanism of double-hole delayed blasting. In this paper, based on the finite difference method, the influence of double-hole delayed blasting on the reservoir permeability was quantitatively analyzed by adopting the adjacent hole spacing, delay time, and decoupling coefficient (K) as variables and the permeability increment as an evaluation index. Based on the parameters studied in this paper, it was found that the effect of the delay time on the reservoir permeability depends on the hole spacing. When the hole spacing is less than 20ra (ra is the borehole radius), a reasonable delay time could significantly increase the reservoir permeability, but when the hole spacing is greater than 20ra, the delay time does not affect reservoir permeability enhancement. The decoupling coefficient could control the attenuation speed of shock wave energy. For K = 2, energy attenuation occurred the slowest, and the reservoir permeability increase effect was the best. Based on site-scale numerical simulations, the mechanism of stress superposition between boreholes was revealed, and the position of stress superposition was controlled by adjusting the delay time to break hard reservoir rock so that the cracks between two holes were connected, i.e., accurate reservoir reconstruction was achieved. 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Therefore, it is necessary to study the rock-breaking mechanism of double-hole delayed blasting. In this paper, based on the finite difference method, the influence of double-hole delayed blasting on the reservoir permeability was quantitatively analyzed by adopting the adjacent hole spacing, delay time, and decoupling coefficient (K) as variables and the permeability increment as an evaluation index. Based on the parameters studied in this paper, it was found that the effect of the delay time on the reservoir permeability depends on the hole spacing. When the hole spacing is less than 20ra (ra is the borehole radius), a reasonable delay time could significantly increase the reservoir permeability, but when the hole spacing is greater than 20ra, the delay time does not affect reservoir permeability enhancement. The decoupling coefficient could control the attenuation speed of shock wave energy. For K = 2, energy attenuation occurred the slowest, and the reservoir permeability increase effect was the best. Based on site-scale numerical simulations, the mechanism of stress superposition between boreholes was revealed, and the position of stress superposition was controlled by adjusting the delay time to break hard reservoir rock so that the cracks between two holes were connected, i.e., accurate reservoir reconstruction was achieved. This work provides a certain guiding basis for actual engineering applications.</description><subject>Attenuation</subject><subject>Blasting</subject><subject>Boreholes</subject><subject>Decoupling</subject><subject>Delay time</subject><subject>Detonators</subject><subject>Engineering</subject><subject>Finite difference method</subject><subject>Permeability</subject><subject>Reservoirs</subject><subject>Rock</subject><subject>Rocks</subject><subject>Shock waves</subject><subject>Wave attenuation</subject><subject>Wave energy</subject><issn>1532-3641</issn><issn>1943-5622</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNotkMtOwzAQRSMEEqXwAewssU7xK69lX7RFbZFaWEeOPaZu0zjYCVKX_DkpZTWj0bl3pBMEjwQPCI7J8-J1th4uBrPVdD0L0zRKr4IeyTgLo5jS626PGA1ZzMltcOf9HmOS8CjrBT_r9gjOSFGibdOqE7IVanaANlYewpEDcTDVJ1qB3InK-CMSlepAB96jbVuDq603jelCU61BNshqNLFtUUI4tyWgCZTiBAqNSuGbc5OpuhvUaAMe3Lc1zt8HN1qUHh7-Zz_4eJm-j-fh8m22GA-XoaQ0akItUgaKykQxEhcxKwqqCh5hKdKMFVzxlEjQcSYx4QorqtMMa5pITbmEKNGsHzxdemtnv1rwTb63rau6lznNOoUkSRPaUeRCSWe9d6Dz2pmjcKec4PxsOr-Yzv9M52fT7Bd0CnQT</recordid><startdate>202403</startdate><enddate>202403</enddate><creator>Wen, Wang</creator><creator>Wang, Wei</creator><creator>Wei, Yuan</creator><creator>Zhou, Genmao</creator><creator>Su, Xuebin</creator><creator>Feng, Xiaoqiao</creator><creator>Liang, Xuanyu</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0002-8471-1402</orcidid><orcidid>https://orcid.org/0000-0003-3368-3859</orcidid></search><sort><creationdate>202403</creationdate><title>Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs</title><author>Wen, Wang ; Wang, Wei ; Wei, Yuan ; Zhou, Genmao ; Su, Xuebin ; Feng, Xiaoqiao ; Liang, Xuanyu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c225t-fa83ed2c7d316b63bb2db450ca893b4d481cef69c014d0d2f890f27cf24ce57f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Attenuation</topic><topic>Blasting</topic><topic>Boreholes</topic><topic>Decoupling</topic><topic>Delay time</topic><topic>Detonators</topic><topic>Engineering</topic><topic>Finite difference method</topic><topic>Permeability</topic><topic>Reservoirs</topic><topic>Rock</topic><topic>Rocks</topic><topic>Shock waves</topic><topic>Wave attenuation</topic><topic>Wave energy</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wen, Wang</creatorcontrib><creatorcontrib>Wang, Wei</creatorcontrib><creatorcontrib>Wei, Yuan</creatorcontrib><creatorcontrib>Zhou, Genmao</creatorcontrib><creatorcontrib>Su, Xuebin</creatorcontrib><creatorcontrib>Feng, Xiaoqiao</creatorcontrib><creatorcontrib>Liang, Xuanyu</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>International journal of geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wen, Wang</au><au>Wang, Wei</au><au>Wei, Yuan</au><au>Zhou, Genmao</au><au>Su, Xuebin</au><au>Feng, Xiaoqiao</au><au>Liang, Xuanyu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs</atitle><jtitle>International journal of geomechanics</jtitle><date>2024-03</date><risdate>2024</risdate><volume>24</volume><issue>3</issue><issn>1532-3641</issn><eissn>1943-5622</eissn><abstract>With the application of electronic detonators, delayed blasting is considered a very effective method to improve rock fragmentation, and this technique is widely used in practical engineering. 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For K = 2, energy attenuation occurred the slowest, and the reservoir permeability increase effect was the best. Based on site-scale numerical simulations, the mechanism of stress superposition between boreholes was revealed, and the position of stress superposition was controlled by adjusting the delay time to break hard reservoir rock so that the cracks between two holes were connected, i.e., accurate reservoir reconstruction was achieved. This work provides a certain guiding basis for actual engineering applications.</abstract><cop>Reston</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/IJGNAI.GMENG-8858</doi><orcidid>https://orcid.org/0000-0002-8471-1402</orcidid><orcidid>https://orcid.org/0000-0003-3368-3859</orcidid></addata></record> |
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subjects | Attenuation Blasting Boreholes Decoupling Delay time Detonators Engineering Finite difference method Permeability Reservoirs Rock Rocks Shock waves Wave attenuation Wave energy |
title | Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs |
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