Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology
Multistage fracturing of the horizontal well is recognized as the main stimulation technology for shale gas development. The hydraulic fracture geometry and stimulated reservoir volume (SRV) is interpreted by using the microseismic mapping technology. In this paper, we used a computerized tomography...
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description | Multistage fracturing of the horizontal well is recognized as the main stimulation technology for shale gas development. The hydraulic fracture geometry and stimulated reservoir volume (SRV) is interpreted by using the microseismic mapping technology. In this paper, we used a computerized tomography (CT) scanning technique to reveal the fracture geometry created in natural bedding-developed shale (cubic block of 30 cm × 30 cm × 30 cm) by laboratory fracturing. Experimental results show that partially opened bedding planes are helpful in increasing fracture complexity in shale. However, they tend to dominate fracture patterns for vertical stress difference Δ
σ
v
≤ 6 MPa, which decreases the vertical fracture number, resulting in the minimum SRV. A uniformly distributed complex fracture network requires the induced hydraulic fractures that can connect the pre-existing fractures as well as pulverize the continuum rock mass. In typical shale with a narrow (0.1 mm) does not agree with the rule that low Δ
σ
h
is favorable for uniformly creating a complex fracture network in zone. In such case, a moderate Δ
σ
h
from 3 to 6 MPa is favorable for both the growth of new hydraulic fractures and the activation of a natural fracture system. Shale bedding, natural fracture, and geostress are objective formation conditions that we cannot change; we can only maximize the fracture complexity by controlling the engineering design for fluid viscosity, flow rate, and well completion type. Variable flow rate fracturing with low-viscosity slickwater fluid of 2.5 mPa s was proved to be an effective treatment to improve the connectivity of induced hydraulic fracture with pre-existing fractures. Moreover, the simultaneous fracturing can effectively reduce the stress difference and increase the fracture number, making it possible to generate a large-scale complex fracture network, even for high Δ
σ
h
from 6 MPa to 12 MPa. |
doi_str_mv | 10.1007/s00603-015-0720-3 |
format | Article |
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σ
v
≤ 6 MPa, which decreases the vertical fracture number, resulting in the minimum SRV. A uniformly distributed complex fracture network requires the induced hydraulic fractures that can connect the pre-existing fractures as well as pulverize the continuum rock mass. In typical shale with a narrow (<0.05 mm) and closed natural fracture system, it is likely to create complex fracture for horizontal stress difference Δ
σ
h
≤ 6 MPa and simple transverse fracture for Δ
σ
h
≥ 9 MPa. However, high naturally fractured shale with a wide open natural fracture system (>0.1 mm) does not agree with the rule that low Δ
σ
h
is favorable for uniformly creating a complex fracture network in zone. In such case, a moderate Δ
σ
h
from 3 to 6 MPa is favorable for both the growth of new hydraulic fractures and the activation of a natural fracture system. Shale bedding, natural fracture, and geostress are objective formation conditions that we cannot change; we can only maximize the fracture complexity by controlling the engineering design for fluid viscosity, flow rate, and well completion type. Variable flow rate fracturing with low-viscosity slickwater fluid of 2.5 mPa s was proved to be an effective treatment to improve the connectivity of induced hydraulic fracture with pre-existing fractures. Moreover, the simultaneous fracturing can effectively reduce the stress difference and increase the fracture number, making it possible to generate a large-scale complex fracture network, even for high Δ
σ
h
from 6 MPa to 12 MPa.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-015-0720-3</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Civil Engineering ; Earth and Environmental Science ; Earth Sciences ; Flow rate ; Flow rates ; Fracture mechanics ; Fracturing ; Geophysics/Geodesy ; Hydraulic fracturing ; Networks ; Oil shale ; Original Paper ; Rock ; Shale ; Shales ; Stresses ; Tomography</subject><ispartof>Rock mechanics and rock engineering, 2016-01, Vol.49 (1), p.33-45</ispartof><rights>Springer-Verlag Wien 2015</rights><rights>Springer-Verlag Wien 2016</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a442t-de62d88b3f02f35ebd2bdc4add2c86cb41fa270381462fa862c6ba80856e279d3</citedby><cites>FETCH-LOGICAL-a442t-de62d88b3f02f35ebd2bdc4add2c86cb41fa270381462fa862c6ba80856e279d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-015-0720-3$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-015-0720-3$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Yushi, Zou</creatorcontrib><creatorcontrib>Shicheng, Zhang</creatorcontrib><creatorcontrib>Tong, Zhou</creatorcontrib><creatorcontrib>Xiang, Zhou</creatorcontrib><creatorcontrib>Tiankui, Guo</creatorcontrib><title>Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>Multistage fracturing of the horizontal well is recognized as the main stimulation technology for shale gas development. The hydraulic fracture geometry and stimulated reservoir volume (SRV) is interpreted by using the microseismic mapping technology. In this paper, we used a computerized tomography (CT) scanning technique to reveal the fracture geometry created in natural bedding-developed shale (cubic block of 30 cm × 30 cm × 30 cm) by laboratory fracturing. Experimental results show that partially opened bedding planes are helpful in increasing fracture complexity in shale. However, they tend to dominate fracture patterns for vertical stress difference Δ
σ
v
≤ 6 MPa, which decreases the vertical fracture number, resulting in the minimum SRV. A uniformly distributed complex fracture network requires the induced hydraulic fractures that can connect the pre-existing fractures as well as pulverize the continuum rock mass. In typical shale with a narrow (<0.05 mm) and closed natural fracture system, it is likely to create complex fracture for horizontal stress difference Δ
σ
h
≤ 6 MPa and simple transverse fracture for Δ
σ
h
≥ 9 MPa. However, high naturally fractured shale with a wide open natural fracture system (>0.1 mm) does not agree with the rule that low Δ
σ
h
is favorable for uniformly creating a complex fracture network in zone. In such case, a moderate Δ
σ
h
from 3 to 6 MPa is favorable for both the growth of new hydraulic fractures and the activation of a natural fracture system. Shale bedding, natural fracture, and geostress are objective formation conditions that we cannot change; we can only maximize the fracture complexity by controlling the engineering design for fluid viscosity, flow rate, and well completion type. Variable flow rate fracturing with low-viscosity slickwater fluid of 2.5 mPa s was proved to be an effective treatment to improve the connectivity of induced hydraulic fracture with pre-existing fractures. Moreover, the simultaneous fracturing can effectively reduce the stress difference and increase the fracture number, making it possible to generate a large-scale complex fracture network, even for high Δ
σ
h
from 6 MPa to 12 MPa.</description><subject>Civil Engineering</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Flow rate</subject><subject>Flow rates</subject><subject>Fracture mechanics</subject><subject>Fracturing</subject><subject>Geophysics/Geodesy</subject><subject>Hydraulic fracturing</subject><subject>Networks</subject><subject>Oil shale</subject><subject>Original Paper</subject><subject>Rock</subject><subject>Shale</subject><subject>Shales</subject><subject>Stresses</subject><subject>Tomography</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp1kU1LAzEQhoMoWKs_wFvAi5fVfG02HqX0C4oKbcFbyGaz7dZt0ia7av-9KSsigqcZZp53mJkXgGuM7jBC2X1AiCOaIJwmKCMooSeghxllCUvp6ynoxSJNCKfkHFyEsEEoNjPRA_vh5874amtso2o4te8mNNVKNZWzsLKNg5ND4VVbVxqOvNJN6w18Ms2H82_wxbud-mHhWAU4X6vaBLgMlV3BwQLOtbL2mC-MXltXu9XhEpyVqg7m6jv2wXI0XAwmyex5PB08zhLFGGmSwnBSCJHTEpGSpiYvSF5opoqCaMF1znCpSIaowIyTUglONM-VQCLlhmQPBe2D227uzrt9G8-S2ypoU9fKGtcGiTPBsaAc44je_EE3rvU2bheplNKMcZ5GCneU9i4Eb0q5i49T_iAxkkcTZGeCjCbIowmSRg3pNCGydmX8r8n_ir4AftaK5A</recordid><startdate>20160101</startdate><enddate>20160101</enddate><creator>Yushi, Zou</creator><creator>Shicheng, Zhang</creator><creator>Tong, Zhou</creator><creator>Xiang, Zhou</creator><creator>Tiankui, Guo</creator><general>Springer Vienna</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PHGZM</scope><scope>PHGZT</scope><scope>PKEHL</scope><scope>PQEST</scope><scope>PQGLB</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20160101</creationdate><title>Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology</title><author>Yushi, Zou ; Shicheng, Zhang ; Tong, Zhou ; Xiang, Zhou ; Tiankui, Guo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a442t-de62d88b3f02f35ebd2bdc4add2c86cb41fa270381462fa862c6ba80856e279d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Civil Engineering</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Flow rate</topic><topic>Flow rates</topic><topic>Fracture mechanics</topic><topic>Fracturing</topic><topic>Geophysics/Geodesy</topic><topic>Hydraulic fracturing</topic><topic>Networks</topic><topic>Oil shale</topic><topic>Original Paper</topic><topic>Rock</topic><topic>Shale</topic><topic>Shales</topic><topic>Stresses</topic><topic>Tomography</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yushi, Zou</creatorcontrib><creatorcontrib>Shicheng, Zhang</creatorcontrib><creatorcontrib>Tong, Zhou</creatorcontrib><creatorcontrib>Xiang, Zhou</creatorcontrib><creatorcontrib>Tiankui, Guo</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest Central (New)</collection><collection>ProQuest One Academic (New)</collection><collection>ProQuest One Academic Middle East (New)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Applied & Life Sciences</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Rock mechanics and rock engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yushi, Zou</au><au>Shicheng, Zhang</au><au>Tong, Zhou</au><au>Xiang, Zhou</au><au>Tiankui, Guo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2016-01-01</date><risdate>2016</risdate><volume>49</volume><issue>1</issue><spage>33</spage><epage>45</epage><pages>33-45</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><abstract>Multistage fracturing of the horizontal well is recognized as the main stimulation technology for shale gas development. The hydraulic fracture geometry and stimulated reservoir volume (SRV) is interpreted by using the microseismic mapping technology. In this paper, we used a computerized tomography (CT) scanning technique to reveal the fracture geometry created in natural bedding-developed shale (cubic block of 30 cm × 30 cm × 30 cm) by laboratory fracturing. Experimental results show that partially opened bedding planes are helpful in increasing fracture complexity in shale. However, they tend to dominate fracture patterns for vertical stress difference Δ
σ
v
≤ 6 MPa, which decreases the vertical fracture number, resulting in the minimum SRV. A uniformly distributed complex fracture network requires the induced hydraulic fractures that can connect the pre-existing fractures as well as pulverize the continuum rock mass. In typical shale with a narrow (<0.05 mm) and closed natural fracture system, it is likely to create complex fracture for horizontal stress difference Δ
σ
h
≤ 6 MPa and simple transverse fracture for Δ
σ
h
≥ 9 MPa. However, high naturally fractured shale with a wide open natural fracture system (>0.1 mm) does not agree with the rule that low Δ
σ
h
is favorable for uniformly creating a complex fracture network in zone. In such case, a moderate Δ
σ
h
from 3 to 6 MPa is favorable for both the growth of new hydraulic fractures and the activation of a natural fracture system. Shale bedding, natural fracture, and geostress are objective formation conditions that we cannot change; we can only maximize the fracture complexity by controlling the engineering design for fluid viscosity, flow rate, and well completion type. Variable flow rate fracturing with low-viscosity slickwater fluid of 2.5 mPa s was proved to be an effective treatment to improve the connectivity of induced hydraulic fracture with pre-existing fractures. Moreover, the simultaneous fracturing can effectively reduce the stress difference and increase the fracture number, making it possible to generate a large-scale complex fracture network, even for high Δ
σ
h
from 6 MPa to 12 MPa.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-015-0720-3</doi><tpages>13</tpages></addata></record> |
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subjects | Civil Engineering Earth and Environmental Science Earth Sciences Flow rate Flow rates Fracture mechanics Fracturing Geophysics/Geodesy Hydraulic fracturing Networks Oil shale Original Paper Rock Shale Shales Stresses Tomography |
title | Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology |
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