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Elastic–Brittle–Plastic Behaviour of Shale Reservoirs and Its Implications on Fracture Permeability Variation: An Analytical Approach
Shale gas has recently gained significant attention as one of the most important unconventional gas resources. Shales are fine-grained rocks formed from the compaction of silt- and clay-sized particles and are characterised by their fissured texture and very low permeability. Gas exists in an adsorb...
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Published in: | Rock mechanics and rock engineering 2018-05, Vol.51 (5), p.1565-1582 |
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description | Shale gas has recently gained significant attention as one of the most important unconventional gas resources. Shales are fine-grained rocks formed from the compaction of silt- and clay-sized particles and are characterised by their fissured texture and very low permeability. Gas exists in an adsorbed state on the surface of the organic content of the rock and is freely available within the primary and secondary porosity. Geomechanical studies have indicated that, depending on the clay content of the rock, shales can exhibit a brittle failure mechanism. Brittle failure leads to the reduced strength of the plastic zone around a wellbore, which can potentially result in wellbore instability problems. Desorption of gas during production can cause shrinkage of the organic content of the rock. This becomes more important when considering the use of shales for CO
2
sequestration purposes, where CO
2
adsorption-induced swelling can play an important role. These phenomena lead to changes in the stress state within the rock mass, which then influence the permeability of the reservoir. Thus, rigorous simulation of material failure within coupled hydro-mechanical analyses is needed to achieve a more systematic and accurate representation of the wellbore. Despite numerous modelling efforts related to permeability, an adequate representation of the geomechanical behaviour of shale and its impact on permeability and gas production has not been achieved. In order to achieve this aim, novel coupled poro-elastoplastic analytical solutions are developed in this paper which take into account the sorption-induced swelling and the brittle failure mechanism. These models employ linear elasticity and a Mohr–Coulomb failure criterion in a plane-strain condition with boundary conditions corresponding to both open-hole and cased-hole completions. The post-failure brittle behaviour of the rock is defined using residual strength parameters and a non-associated flow rule. Swelling and shrinkage are considered to be elastic and are defined using a Langmuir-like curve, which is directly related to the reservoir pressure. The models are used to evaluate the stress distribution and the induced change in permeability within a reservoir. Results show that development of a plastic zone near the wellbore can significantly impact fracture permeability and gas production. The capabilities and limitations of the models are discussed and potential future developments related to modelling of perme |
doi_str_mv | 10.1007/s00603-017-1392-y |
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2
sequestration purposes, where CO
2
adsorption-induced swelling can play an important role. These phenomena lead to changes in the stress state within the rock mass, which then influence the permeability of the reservoir. Thus, rigorous simulation of material failure within coupled hydro-mechanical analyses is needed to achieve a more systematic and accurate representation of the wellbore. Despite numerous modelling efforts related to permeability, an adequate representation of the geomechanical behaviour of shale and its impact on permeability and gas production has not been achieved. In order to achieve this aim, novel coupled poro-elastoplastic analytical solutions are developed in this paper which take into account the sorption-induced swelling and the brittle failure mechanism. These models employ linear elasticity and a Mohr–Coulomb failure criterion in a plane-strain condition with boundary conditions corresponding to both open-hole and cased-hole completions. The post-failure brittle behaviour of the rock is defined using residual strength parameters and a non-associated flow rule. Swelling and shrinkage are considered to be elastic and are defined using a Langmuir-like curve, which is directly related to the reservoir pressure. The models are used to evaluate the stress distribution and the induced change in permeability within a reservoir. Results show that development of a plastic zone near the wellbore can significantly impact fracture permeability and gas production. The capabilities and limitations of the models are discussed and potential future developments related to modelling of permeability in brittle shales under elastoplastic deformations are identified.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-017-1392-y</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Boundary conditions ; Carbon dioxide ; Carbon dioxide fixation ; Carbon sequestration ; Civil Engineering ; Clay ; Computer simulation ; Deformation mechanisms ; Earth and Environmental Science ; Earth Sciences ; Elasticity ; Elastoplasticity ; Failure analysis ; Failure mechanisms ; Fracture permeability ; Gas production ; Geomechanics ; Geophysics/Geodesy ; Instability ; Modelling ; Oil and gas production ; Original Paper ; Permeability ; Plane strain ; Plasticity ; Porosity ; Representations ; Reservoirs ; Residual strength ; Rocks ; Sedimentary rocks ; Shale ; Shale gas ; Shales ; Shrinkage ; Silt ; Stability ; Stress concentration ; Stress distribution ; Swelling</subject><ispartof>Rock mechanics and rock engineering, 2018-05, Vol.51 (5), p.1565-1582</ispartof><rights>The Author(s) 2018</rights><rights>Rock Mechanics and Rock Engineering is a copyright of Springer, (2018). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a382t-b9f01a11b85d51a12c94e63002edf33eeea23c386bf14b573c18cb2fba62c0a43</citedby><cites>FETCH-LOGICAL-a382t-b9f01a11b85d51a12c94e63002edf33eeea23c386bf14b573c18cb2fba62c0a43</cites><orcidid>0000-0001-8885-5019</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Masoudian, Mohsen S.</creatorcontrib><creatorcontrib>Hashemi, Mir Amid</creatorcontrib><creatorcontrib>Tasalloti, Ali</creatorcontrib><creatorcontrib>Marshall, Alec M.</creatorcontrib><title>Elastic–Brittle–Plastic Behaviour of Shale Reservoirs and Its Implications on Fracture Permeability Variation: An Analytical Approach</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>Shale gas has recently gained significant attention as one of the most important unconventional gas resources. Shales are fine-grained rocks formed from the compaction of silt- and clay-sized particles and are characterised by their fissured texture and very low permeability. Gas exists in an adsorbed state on the surface of the organic content of the rock and is freely available within the primary and secondary porosity. Geomechanical studies have indicated that, depending on the clay content of the rock, shales can exhibit a brittle failure mechanism. Brittle failure leads to the reduced strength of the plastic zone around a wellbore, which can potentially result in wellbore instability problems. Desorption of gas during production can cause shrinkage of the organic content of the rock. This becomes more important when considering the use of shales for CO
2
sequestration purposes, where CO
2
adsorption-induced swelling can play an important role. These phenomena lead to changes in the stress state within the rock mass, which then influence the permeability of the reservoir. Thus, rigorous simulation of material failure within coupled hydro-mechanical analyses is needed to achieve a more systematic and accurate representation of the wellbore. Despite numerous modelling efforts related to permeability, an adequate representation of the geomechanical behaviour of shale and its impact on permeability and gas production has not been achieved. In order to achieve this aim, novel coupled poro-elastoplastic analytical solutions are developed in this paper which take into account the sorption-induced swelling and the brittle failure mechanism. These models employ linear elasticity and a Mohr–Coulomb failure criterion in a plane-strain condition with boundary conditions corresponding to both open-hole and cased-hole completions. The post-failure brittle behaviour of the rock is defined using residual strength parameters and a non-associated flow rule. Swelling and shrinkage are considered to be elastic and are defined using a Langmuir-like curve, which is directly related to the reservoir pressure. The models are used to evaluate the stress distribution and the induced change in permeability within a reservoir. Results show that development of a plastic zone near the wellbore can significantly impact fracture permeability and gas production. The capabilities and limitations of the models are discussed and potential future developments related to modelling of permeability in brittle shales under elastoplastic deformations are identified.</description><subject>Boundary conditions</subject><subject>Carbon dioxide</subject><subject>Carbon dioxide fixation</subject><subject>Carbon sequestration</subject><subject>Civil Engineering</subject><subject>Clay</subject><subject>Computer simulation</subject><subject>Deformation mechanisms</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Elasticity</subject><subject>Elastoplasticity</subject><subject>Failure analysis</subject><subject>Failure mechanisms</subject><subject>Fracture permeability</subject><subject>Gas production</subject><subject>Geomechanics</subject><subject>Geophysics/Geodesy</subject><subject>Instability</subject><subject>Modelling</subject><subject>Oil and gas production</subject><subject>Original Paper</subject><subject>Permeability</subject><subject>Plane strain</subject><subject>Plasticity</subject><subject>Porosity</subject><subject>Representations</subject><subject>Reservoirs</subject><subject>Residual strength</subject><subject>Rocks</subject><subject>Sedimentary rocks</subject><subject>Shale</subject><subject>Shale gas</subject><subject>Shales</subject><subject>Shrinkage</subject><subject>Silt</subject><subject>Stability</subject><subject>Stress concentration</subject><subject>Stress distribution</subject><subject>Swelling</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp1UMtKA0EQHETBGP0AbwOeV-ex2Ye3GBINBBRfeBt6J71mwmY3zkwCe_Pq2T_0S5y4HrwIDd10V1V3FyGnnJ1zxtILx1jCZMR4GnGZi6jdIz0eyziKB_Jln_RYKmQkEikOyZFzS8bCMM165GNcgfNGf71_XlnjfYWhuut69AoXsDXNxtKmpA8LqJDeo0O7bYx1FOo5nXpHp6t1ZTR409SONjWdWNB-Y5HeoV0hFKYyvqXPYM0P5pIO6xBQtWEFVHS4XtsG9OKYHJRQOTz5zX3yNBk_jm6i2e31dDScRSAz4aMiLxkHzotsMB-EQug8xkQyJnBeSomIIKSWWVKUPC4GqdQ804UoC0iEZhDLPjnrdMPatw06r5bhw3CPUzzPpeAySZOA4h1K28Y5i6VaW7MC2yrO1M5x1TmuguNq57hqA0d0HBew9SvaP8r_kr4Bs46IlA</recordid><startdate>20180501</startdate><enddate>20180501</enddate><creator>Masoudian, Mohsen S.</creator><creator>Hashemi, Mir Amid</creator><creator>Tasalloti, Ali</creator><creator>Marshall, Alec M.</creator><general>Springer Vienna</general><general>Springer Nature B.V</general><scope>C6C</scope><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>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0001-8885-5019</orcidid></search><sort><creationdate>20180501</creationdate><title>Elastic–Brittle–Plastic Behaviour of Shale Reservoirs and Its Implications on Fracture Permeability Variation: An Analytical Approach</title><author>Masoudian, Mohsen S. ; Hashemi, Mir Amid ; Tasalloti, Ali ; Marshall, Alec M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a382t-b9f01a11b85d51a12c94e63002edf33eeea23c386bf14b573c18cb2fba62c0a43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Boundary conditions</topic><topic>Carbon dioxide</topic><topic>Carbon dioxide fixation</topic><topic>Carbon sequestration</topic><topic>Civil Engineering</topic><topic>Clay</topic><topic>Computer simulation</topic><topic>Deformation mechanisms</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Elasticity</topic><topic>Elastoplasticity</topic><topic>Failure analysis</topic><topic>Failure mechanisms</topic><topic>Fracture permeability</topic><topic>Gas production</topic><topic>Geomechanics</topic><topic>Geophysics/Geodesy</topic><topic>Instability</topic><topic>Modelling</topic><topic>Oil and gas production</topic><topic>Original Paper</topic><topic>Permeability</topic><topic>Plane strain</topic><topic>Plasticity</topic><topic>Porosity</topic><topic>Representations</topic><topic>Reservoirs</topic><topic>Residual strength</topic><topic>Rocks</topic><topic>Sedimentary rocks</topic><topic>Shale</topic><topic>Shale gas</topic><topic>Shales</topic><topic>Shrinkage</topic><topic>Silt</topic><topic>Stability</topic><topic>Stress concentration</topic><topic>Stress distribution</topic><topic>Swelling</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Masoudian, Mohsen S.</creatorcontrib><creatorcontrib>Hashemi, Mir Amid</creatorcontrib><creatorcontrib>Tasalloti, Ali</creatorcontrib><creatorcontrib>Marshall, Alec M.</creatorcontrib><collection>SpringerOpen</collection><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)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</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</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 One Academic Eastern Edition (DO NOT USE)</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>Masoudian, Mohsen S.</au><au>Hashemi, Mir Amid</au><au>Tasalloti, Ali</au><au>Marshall, Alec M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Elastic–Brittle–Plastic Behaviour of Shale Reservoirs and Its Implications on Fracture Permeability Variation: An Analytical Approach</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2018-05-01</date><risdate>2018</risdate><volume>51</volume><issue>5</issue><spage>1565</spage><epage>1582</epage><pages>1565-1582</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><abstract>Shale gas has recently gained significant attention as one of the most important unconventional gas resources. Shales are fine-grained rocks formed from the compaction of silt- and clay-sized particles and are characterised by their fissured texture and very low permeability. Gas exists in an adsorbed state on the surface of the organic content of the rock and is freely available within the primary and secondary porosity. Geomechanical studies have indicated that, depending on the clay content of the rock, shales can exhibit a brittle failure mechanism. Brittle failure leads to the reduced strength of the plastic zone around a wellbore, which can potentially result in wellbore instability problems. Desorption of gas during production can cause shrinkage of the organic content of the rock. This becomes more important when considering the use of shales for CO
2
sequestration purposes, where CO
2
adsorption-induced swelling can play an important role. These phenomena lead to changes in the stress state within the rock mass, which then influence the permeability of the reservoir. Thus, rigorous simulation of material failure within coupled hydro-mechanical analyses is needed to achieve a more systematic and accurate representation of the wellbore. Despite numerous modelling efforts related to permeability, an adequate representation of the geomechanical behaviour of shale and its impact on permeability and gas production has not been achieved. In order to achieve this aim, novel coupled poro-elastoplastic analytical solutions are developed in this paper which take into account the sorption-induced swelling and the brittle failure mechanism. These models employ linear elasticity and a Mohr–Coulomb failure criterion in a plane-strain condition with boundary conditions corresponding to both open-hole and cased-hole completions. The post-failure brittle behaviour of the rock is defined using residual strength parameters and a non-associated flow rule. Swelling and shrinkage are considered to be elastic and are defined using a Langmuir-like curve, which is directly related to the reservoir pressure. The models are used to evaluate the stress distribution and the induced change in permeability within a reservoir. Results show that development of a plastic zone near the wellbore can significantly impact fracture permeability and gas production. The capabilities and limitations of the models are discussed and potential future developments related to modelling of permeability in brittle shales under elastoplastic deformations are identified.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-017-1392-y</doi><tpages>18</tpages><orcidid>https://orcid.org/0000-0001-8885-5019</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Boundary conditions Carbon dioxide Carbon dioxide fixation Carbon sequestration Civil Engineering Clay Computer simulation Deformation mechanisms Earth and Environmental Science Earth Sciences Elasticity Elastoplasticity Failure analysis Failure mechanisms Fracture permeability Gas production Geomechanics Geophysics/Geodesy Instability Modelling Oil and gas production Original Paper Permeability Plane strain Plasticity Porosity Representations Reservoirs Residual strength Rocks Sedimentary rocks Shale Shale gas Shales Shrinkage Silt Stability Stress concentration Stress distribution Swelling |
title | Elastic–Brittle–Plastic Behaviour of Shale Reservoirs and Its Implications on Fracture Permeability Variation: An Analytical Approach |
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