Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock
The investigation of safe mud pressure window of horizontal wellbore drilled in the saturated rock by accounting for the combined effect of anisotropy and uncertainty is the main purpose of this work. To this aim, the deterministic solution of collapse and fracture initiation pressures are firstly p...
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Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2022-04, Vol.152, p.105061, Article 105061 |
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container_title | International journal of rock mechanics and mining sciences (Oxford, England : 1997) |
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creator | Hung Tran, Nam Do, Duc Phi Ngoc Vu, Minh Thu Nga Nguyen, Thi Tho Pham, Duc Truong Trieu, Hung |
description | The investigation of safe mud pressure window of horizontal wellbore drilled in the saturated rock by accounting for the combined effect of anisotropy and uncertainty is the main purpose of this work. To this aim, the deterministic solution of collapse and fracture initiation pressures are firstly presented in three cases that describe the behavior of wellbore: (1) immediately after drilling (i.e., undrained problem); (2) at long term due to the steady-state fluid flow (permeable boundary case) and (3) by neglecting the variation of initial pore pressure (i.e., impermeable boundary condition case). Based on these deterministic solutions, the key parameters of different sources of anisotropy (initial stress state, poro-elastic and strength properties of rock mass) are highlighted through sensitivity analysis. Then, the famous Monte Carlo Simulation (MCS) is undertaken to quantify the uncertainty effect on the probability of success of safe mud pressure window of the wellbore. We also present an adaptation of the Kriging metamodeling technique to study the stability of wellbore. In comparison with the referent solution of MCS, the Kriging metamodel provides a high accuracy and can be used as a performant tool for the probabilistic assessment of wellbore. The consideration of anisotropy combined with uncertainty, and the hydraulically boundary condition around wellbore in this work allows us to complete the contributions in the literature and confirm their strong effect on the design of wellbore. |
doi_str_mv | 10.1016/j.ijrmms.2022.105061 |
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To this aim, the deterministic solution of collapse and fracture initiation pressures are firstly presented in three cases that describe the behavior of wellbore: (1) immediately after drilling (i.e., undrained problem); (2) at long term due to the steady-state fluid flow (permeable boundary case) and (3) by neglecting the variation of initial pore pressure (i.e., impermeable boundary condition case). Based on these deterministic solutions, the key parameters of different sources of anisotropy (initial stress state, poro-elastic and strength properties of rock mass) are highlighted through sensitivity analysis. Then, the famous Monte Carlo Simulation (MCS) is undertaken to quantify the uncertainty effect on the probability of success of safe mud pressure window of the wellbore. We also present an adaptation of the Kriging metamodeling technique to study the stability of wellbore. In comparison with the referent solution of MCS, the Kriging metamodel provides a high accuracy and can be used as a performant tool for the probabilistic assessment of wellbore. The consideration of anisotropy combined with uncertainty, and the hydraulically boundary condition around wellbore in this work allows us to complete the contributions in the literature and confirm their strong effect on the design of wellbore.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2022.105061</identifier><language>eng</language><publisher>Berlin: Elsevier Ltd</publisher><subject>Anisotropic rock ; Anisotropy ; Boundary conditions ; Civil Engineering ; Construction durable ; Crack initiation ; Drilling ; Elastic anisotropy ; Elastic properties ; Engineering Sciences ; Equilibrium flow ; Fluid dynamics ; Fluid flow ; Fracture mechanics ; Géotechnique ; Horizontal wellbore ; Initial stresses ; Kriging metamodeling technique ; Matériaux composites et construction ; Metamodels ; Monte Carlo simulation ; Mud ; Pore pressure ; Pore water pressure ; Pressure ; Risques ; Rock masses ; Rock properties ; Rocks ; Safe mud pressure window ; Sensitivity analysis ; Statistical analysis ; Stochastic analysis ; Structures ; Uncertainty</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2022-04, Vol.152, p.105061, Article 105061</ispartof><rights>2022 Elsevier Ltd</rights><rights>Copyright Elsevier BV Apr 2022</rights><rights>Attribution - NonCommercial</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a437t-70ae89115eb5bca393c59061352f54a0f6e62f78be39614d8b90bc2c926bb6ee3</citedby><cites>FETCH-LOGICAL-a437t-70ae89115eb5bca393c59061352f54a0f6e62f78be39614d8b90bc2c926bb6ee3</cites><orcidid>0000-0003-2218-873X ; 0000-0002-5734-8564</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijrmms.2022.105061$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,777,781,882,3537,27905,27906,45976</link.rule.ids><backlink>$$Uhttps://hal.science/hal-03589167$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Hung Tran, Nam</creatorcontrib><creatorcontrib>Do, Duc Phi</creatorcontrib><creatorcontrib>Ngoc Vu, Minh</creatorcontrib><creatorcontrib>Thu Nga Nguyen, Thi</creatorcontrib><creatorcontrib>Tho Pham, Duc</creatorcontrib><creatorcontrib>Truong Trieu, Hung</creatorcontrib><title>Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>The investigation of safe mud pressure window of horizontal wellbore drilled in the saturated rock by accounting for the combined effect of anisotropy and uncertainty is the main purpose of this work. To this aim, the deterministic solution of collapse and fracture initiation pressures are firstly presented in three cases that describe the behavior of wellbore: (1) immediately after drilling (i.e., undrained problem); (2) at long term due to the steady-state fluid flow (permeable boundary case) and (3) by neglecting the variation of initial pore pressure (i.e., impermeable boundary condition case). Based on these deterministic solutions, the key parameters of different sources of anisotropy (initial stress state, poro-elastic and strength properties of rock mass) are highlighted through sensitivity analysis. Then, the famous Monte Carlo Simulation (MCS) is undertaken to quantify the uncertainty effect on the probability of success of safe mud pressure window of the wellbore. We also present an adaptation of the Kriging metamodeling technique to study the stability of wellbore. In comparison with the referent solution of MCS, the Kriging metamodel provides a high accuracy and can be used as a performant tool for the probabilistic assessment of wellbore. The consideration of anisotropy combined with uncertainty, and the hydraulically boundary condition around wellbore in this work allows us to complete the contributions in the literature and confirm their strong effect on the design of wellbore.</description><subject>Anisotropic rock</subject><subject>Anisotropy</subject><subject>Boundary conditions</subject><subject>Civil Engineering</subject><subject>Construction durable</subject><subject>Crack initiation</subject><subject>Drilling</subject><subject>Elastic anisotropy</subject><subject>Elastic properties</subject><subject>Engineering Sciences</subject><subject>Equilibrium flow</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fracture mechanics</subject><subject>Géotechnique</subject><subject>Horizontal wellbore</subject><subject>Initial stresses</subject><subject>Kriging metamodeling technique</subject><subject>Matériaux composites et construction</subject><subject>Metamodels</subject><subject>Monte Carlo simulation</subject><subject>Mud</subject><subject>Pore pressure</subject><subject>Pore water pressure</subject><subject>Pressure</subject><subject>Risques</subject><subject>Rock masses</subject><subject>Rock properties</subject><subject>Rocks</subject><subject>Safe mud pressure window</subject><subject>Sensitivity analysis</subject><subject>Statistical analysis</subject><subject>Stochastic analysis</subject><subject>Structures</subject><subject>Uncertainty</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp9UU1r3DAQNaGFpGn_QQ-CnHLwVh-WvL4EwtI2hYVc2rOQ5BErx5Y2kpxl-xP6qyvj0N5ymmHmvTcfr6o-E7whmIgvw8YNcZrShmJKS4ljQS6qK7JtWd3whr8rORO8JgJ3l9WHlAaMsaCivar-7MKknYcegbVgMgoWKe9SyDEczyXt0ewNxKycz2cUPMoHQElZQNPco2OElOYI6OR8H04L-xCi-x18ViM6wTjqULp9dONYZjj_X9yZIpPnqHJpxGCePlbvrRoTfHqN19Wvb19_7h7q_eP3H7v7fa0a1ua6xQq2HSEcNNdGsY4Z3pWDGaeWNwpbAYLadquBdYI0_VZ3WBtqOiq0FgDsurpddQ9qlMfoJhXPMignH-73cqlhxssA0b6Qgr1ZsccYnmdIWQ5hjr6sJ6ngBccxW1DNijIxpBTB_pMlWC4OyUGuDsnFIbk6VGh3Kw3KtS8OokzGQfl272KxQvbBvS3wF-bOndo</recordid><startdate>202204</startdate><enddate>202204</enddate><creator>Hung Tran, Nam</creator><creator>Do, Duc Phi</creator><creator>Ngoc Vu, Minh</creator><creator>Thu Nga Nguyen, Thi</creator><creator>Tho Pham, Duc</creator><creator>Truong Trieu, Hung</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><general>Pergamon and Elsevier</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope><scope>1XC</scope><scope>VOOES</scope><orcidid>https://orcid.org/0000-0003-2218-873X</orcidid><orcidid>https://orcid.org/0000-0002-5734-8564</orcidid></search><sort><creationdate>202204</creationdate><title>Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock</title><author>Hung Tran, Nam ; Do, Duc Phi ; Ngoc Vu, Minh ; Thu Nga Nguyen, Thi ; Tho Pham, Duc ; Truong Trieu, Hung</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a437t-70ae89115eb5bca393c59061352f54a0f6e62f78be39614d8b90bc2c926bb6ee3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Anisotropic rock</topic><topic>Anisotropy</topic><topic>Boundary conditions</topic><topic>Civil Engineering</topic><topic>Construction durable</topic><topic>Crack initiation</topic><topic>Drilling</topic><topic>Elastic anisotropy</topic><topic>Elastic properties</topic><topic>Engineering Sciences</topic><topic>Equilibrium flow</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Fracture mechanics</topic><topic>Géotechnique</topic><topic>Horizontal wellbore</topic><topic>Initial stresses</topic><topic>Kriging metamodeling technique</topic><topic>Matériaux composites et construction</topic><topic>Metamodels</topic><topic>Monte Carlo simulation</topic><topic>Mud</topic><topic>Pore pressure</topic><topic>Pore water pressure</topic><topic>Pressure</topic><topic>Risques</topic><topic>Rock masses</topic><topic>Rock properties</topic><topic>Rocks</topic><topic>Safe mud pressure window</topic><topic>Sensitivity analysis</topic><topic>Statistical analysis</topic><topic>Stochastic analysis</topic><topic>Structures</topic><topic>Uncertainty</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hung Tran, Nam</creatorcontrib><creatorcontrib>Do, Duc Phi</creatorcontrib><creatorcontrib>Ngoc Vu, Minh</creatorcontrib><creatorcontrib>Thu Nga Nguyen, Thi</creatorcontrib><creatorcontrib>Tho Pham, Duc</creatorcontrib><creatorcontrib>Truong Trieu, Hung</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hung Tran, Nam</au><au>Do, Duc Phi</au><au>Ngoc Vu, Minh</au><au>Thu Nga Nguyen, Thi</au><au>Tho Pham, Duc</au><au>Truong Trieu, Hung</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2022-04</date><risdate>2022</risdate><volume>152</volume><spage>105061</spage><pages>105061-</pages><artnum>105061</artnum><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>The investigation of safe mud pressure window of horizontal wellbore drilled in the saturated rock by accounting for the combined effect of anisotropy and uncertainty is the main purpose of this work. To this aim, the deterministic solution of collapse and fracture initiation pressures are firstly presented in three cases that describe the behavior of wellbore: (1) immediately after drilling (i.e., undrained problem); (2) at long term due to the steady-state fluid flow (permeable boundary case) and (3) by neglecting the variation of initial pore pressure (i.e., impermeable boundary condition case). Based on these deterministic solutions, the key parameters of different sources of anisotropy (initial stress state, poro-elastic and strength properties of rock mass) are highlighted through sensitivity analysis. Then, the famous Monte Carlo Simulation (MCS) is undertaken to quantify the uncertainty effect on the probability of success of safe mud pressure window of the wellbore. We also present an adaptation of the Kriging metamodeling technique to study the stability of wellbore. In comparison with the referent solution of MCS, the Kriging metamodel provides a high accuracy and can be used as a performant tool for the probabilistic assessment of wellbore. The consideration of anisotropy combined with uncertainty, and the hydraulically boundary condition around wellbore in this work allows us to complete the contributions in the literature and confirm their strong effect on the design of wellbore.</abstract><cop>Berlin</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2022.105061</doi><orcidid>https://orcid.org/0000-0003-2218-873X</orcidid><orcidid>https://orcid.org/0000-0002-5734-8564</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Anisotropic rock Anisotropy Boundary conditions Civil Engineering Construction durable Crack initiation Drilling Elastic anisotropy Elastic properties Engineering Sciences Equilibrium flow Fluid dynamics Fluid flow Fracture mechanics Géotechnique Horizontal wellbore Initial stresses Kriging metamodeling technique Matériaux composites et construction Metamodels Monte Carlo simulation Mud Pore pressure Pore water pressure Pressure Risques Rock masses Rock properties Rocks Safe mud pressure window Sensitivity analysis Statistical analysis Stochastic analysis Structures Uncertainty |
title | Combined effect of anisotropy and uncertainty on the safe mud pressure window of horizontal wellbore drilled in anisotropic saturated rock |
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