A Study of Fracture Penetration Law of Tight Sandstone Gas Reservoir in Block LX
The fracture of tight sandstone gas reservoir in Block LX is characterized by thick sand body and thin gas layer. The production layer is adjacent to water layer and coal fracture, and the longitudinal stress difference of the shielding layer is small. Based on the theory of fracture tip stress inte...
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description | The fracture of tight sandstone gas reservoir in Block LX is characterized by thick sand body and thin gas layer. The production layer is adjacent to water layer and coal fracture, and the longitudinal stress difference of the shielding layer is small. Based on the theory of fracture tip stress intensity factor, this paper adopts core experiment and theoretical analysis method, combined with fracturing engineering geological characteristics and construction parameters, to analyze the fracture penetration criterion and study the influence of construction factors and reservoir geological characteristics on the law of fracture penetration law. The results show that the minimum horizontal principal stress difference of artificial fracture passing through the interlayer is affected by the construction displacement, reservoir thickness and other factors; The construction displacement has obvious influence on the minimum horizontal principal stress when the artificial fractures pass through the interlayer, and the construction with small displacement can prevent the artificial fractures from passing through the interlayer when the stress difference of the reservoir interlayer is less than 3.5MPa. The minimum horizontal principal stress difference of the reservoir layer when the artificial fracture extends to the interface of he reservoir layer can be determined by using the criterion of the artificial fracture behavior and the model of the artificial fracture behavior, which will provide some technical guidance for the field hydraulic fracturing construction. |
doi_str_mv | 10.1088/1755-1315/692/4/042115 |
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The production layer is adjacent to water layer and coal fracture, and the longitudinal stress difference of the shielding layer is small. Based on the theory of fracture tip stress intensity factor, this paper adopts core experiment and theoretical analysis method, combined with fracturing engineering geological characteristics and construction parameters, to analyze the fracture penetration criterion and study the influence of construction factors and reservoir geological characteristics on the law of fracture penetration law. The results show that the minimum horizontal principal stress difference of artificial fracture passing through the interlayer is affected by the construction displacement, reservoir thickness and other factors; The construction displacement has obvious influence on the minimum horizontal principal stress when the artificial fractures pass through the interlayer, and the construction with small displacement can prevent the artificial fractures from passing through the interlayer when the stress difference of the reservoir interlayer is less than 3.5MPa. The minimum horizontal principal stress difference of the reservoir layer when the artificial fracture extends to the interface of he reservoir layer can be determined by using the criterion of the artificial fracture behavior and the model of the artificial fracture behavior, which will provide some technical guidance for the field hydraulic fracturing construction.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/692/4/042115</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Construction ; Criteria ; Displacement ; Engineering geology ; Hydraulic fracturing ; Interlayers ; Penetration ; Reservoir construction ; Reservoirs ; Sandstone ; Stress ; Stress intensity factors ; Theoretical analysis</subject><ispartof>IOP conference series. Earth and environmental science, 2021-03, Vol.692 (4), p.42115</ispartof><rights>2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2305-1bb877e4ddcfea4a6d739a8f790de72ba883a258b1f10440cea72bb5829a9c5a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27923,27924</link.rule.ids></links><search><creatorcontrib>Li, Yu</creatorcontrib><creatorcontrib>Yang, Shengwen</creatorcontrib><creatorcontrib>Zhang, Liang</creatorcontrib><creatorcontrib>Yao, Fengsheng</creatorcontrib><title>A Study of Fracture Penetration Law of Tight Sandstone Gas Reservoir in Block LX</title><title>IOP conference series. Earth and environmental science</title><description>The fracture of tight sandstone gas reservoir in Block LX is characterized by thick sand body and thin gas layer. The production layer is adjacent to water layer and coal fracture, and the longitudinal stress difference of the shielding layer is small. Based on the theory of fracture tip stress intensity factor, this paper adopts core experiment and theoretical analysis method, combined with fracturing engineering geological characteristics and construction parameters, to analyze the fracture penetration criterion and study the influence of construction factors and reservoir geological characteristics on the law of fracture penetration law. The results show that the minimum horizontal principal stress difference of artificial fracture passing through the interlayer is affected by the construction displacement, reservoir thickness and other factors; The construction displacement has obvious influence on the minimum horizontal principal stress when the artificial fractures pass through the interlayer, and the construction with small displacement can prevent the artificial fractures from passing through the interlayer when the stress difference of the reservoir interlayer is less than 3.5MPa. The minimum horizontal principal stress difference of the reservoir layer when the artificial fracture extends to the interface of he reservoir layer can be determined by using the criterion of the artificial fracture behavior and the model of the artificial fracture behavior, which will provide some technical guidance for the field hydraulic fracturing construction.</description><subject>Construction</subject><subject>Criteria</subject><subject>Displacement</subject><subject>Engineering geology</subject><subject>Hydraulic fracturing</subject><subject>Interlayers</subject><subject>Penetration</subject><subject>Reservoir construction</subject><subject>Reservoirs</subject><subject>Sandstone</subject><subject>Stress</subject><subject>Stress intensity factors</subject><subject>Theoretical analysis</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNo9kF9LwzAUxYMoOKdfQQI-z-Zvkz7O4aZQcLgJvoXbNtXO2cwknezb2zLZ073cczjn8kPolpJ7SrROqJJyQjmVSZqxRCREMErlGRqdhPPTTtQlugphQ0iqBM9GaDnFq9hVB-xqPPdQxs5bvLStjR5i41qcw--grZuPz4hX0FYhutbiBQT8aoP1e9d43LT4YevKL5y_X6OLGrbB3vzPMXqbP65nT5P8ZfE8m-aTknHSv1IUWikrqqqsLQhIK8Uz0LXKSGUVK0BrDkzqgtaUCEFKC_21kJplkJUS-BjdHXN33v10NkSzcZ1v-0rDJGUsY5qr3pUeXaV3IXhbm51vvsEfDCVmoGcGMGaAZHp6RpgjPf4HDQphcQ</recordid><startdate>20210301</startdate><enddate>20210301</enddate><creator>Li, Yu</creator><creator>Yang, Shengwen</creator><creator>Zhang, Liang</creator><creator>Yao, Fengsheng</creator><general>IOP Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20210301</creationdate><title>A Study of Fracture Penetration Law of Tight Sandstone Gas Reservoir in Block LX</title><author>Li, Yu ; Yang, Shengwen ; Zhang, Liang ; Yao, Fengsheng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2305-1bb877e4ddcfea4a6d739a8f790de72ba883a258b1f10440cea72bb5829a9c5a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Construction</topic><topic>Criteria</topic><topic>Displacement</topic><topic>Engineering geology</topic><topic>Hydraulic fracturing</topic><topic>Interlayers</topic><topic>Penetration</topic><topic>Reservoir construction</topic><topic>Reservoirs</topic><topic>Sandstone</topic><topic>Stress</topic><topic>Stress intensity factors</topic><topic>Theoretical analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Yu</creatorcontrib><creatorcontrib>Yang, Shengwen</creatorcontrib><creatorcontrib>Zhang, Liang</creatorcontrib><creatorcontrib>Yao, Fengsheng</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</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><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Yu</au><au>Yang, Shengwen</au><au>Zhang, Liang</au><au>Yao, Fengsheng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Study of Fracture Penetration Law of Tight Sandstone Gas Reservoir in Block LX</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><date>2021-03-01</date><risdate>2021</risdate><volume>692</volume><issue>4</issue><spage>42115</spage><pages>42115-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>The fracture of tight sandstone gas reservoir in Block LX is characterized by thick sand body and thin gas layer. The production layer is adjacent to water layer and coal fracture, and the longitudinal stress difference of the shielding layer is small. Based on the theory of fracture tip stress intensity factor, this paper adopts core experiment and theoretical analysis method, combined with fracturing engineering geological characteristics and construction parameters, to analyze the fracture penetration criterion and study the influence of construction factors and reservoir geological characteristics on the law of fracture penetration law. The results show that the minimum horizontal principal stress difference of artificial fracture passing through the interlayer is affected by the construction displacement, reservoir thickness and other factors; The construction displacement has obvious influence on the minimum horizontal principal stress when the artificial fractures pass through the interlayer, and the construction with small displacement can prevent the artificial fractures from passing through the interlayer when the stress difference of the reservoir interlayer is less than 3.5MPa. The minimum horizontal principal stress difference of the reservoir layer when the artificial fracture extends to the interface of he reservoir layer can be determined by using the criterion of the artificial fracture behavior and the model of the artificial fracture behavior, which will provide some technical guidance for the field hydraulic fracturing construction.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/692/4/042115</doi><oa>free_for_read</oa></addata></record> |
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subjects | Construction Criteria Displacement Engineering geology Hydraulic fracturing Interlayers Penetration Reservoir construction Reservoirs Sandstone Stress Stress intensity factors Theoretical analysis |
title | A Study of Fracture Penetration Law of Tight Sandstone Gas Reservoir in Block LX |
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