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    Numerical Simulation of the Interaction between Hydraulic Fracture and Natural Fracture Using the Extended Peridynamic Model

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004::page 04024023-1
    Author:
    Zhuang Cai
    ,
    Heng Zhang
    ,
    Dan Huang
    DOI: 10.1061/IJGNAI.GMENG-9152
    Publisher: ASCE
    Abstract: For oil and gas exploitation engineering, it is significant to study the interaction between hydraulic fracture (HF) and natural fracture (NF). An extended peridynamic (PD) model for hydraulic fracture analysis is presented, in which the PD pairwise force with the bond rotation is considered, fluid pressure is applied at fracture surfaces with broken bonds, and the critical stretch and critical relative rotation bond failure criteria are derived for Mode I and Mode II fractures of shale reservoir, respectively. Then, numerical examples of hydraulic fracturing of concrete and shale are analyzed using the PD model. The proposed model can well predict the interaction behaviors between HF and NF, and simulation results show that the larger the in situ stress difference and approach angle, the easier it is for the hydraulic fractures to cross the natural fractures.
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      Numerical Simulation of the Interaction between Hydraulic Fracture and Natural Fracture Using the Extended Peridynamic Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297098
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    contributor authorZhuang Cai
    contributor authorHeng Zhang
    contributor authorDan Huang
    date accessioned2024-04-27T22:37:18Z
    date available2024-04-27T22:37:18Z
    date issued2024/04/01
    identifier other10.1061-IJGNAI.GMENG-9152.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297098
    description abstractFor oil and gas exploitation engineering, it is significant to study the interaction between hydraulic fracture (HF) and natural fracture (NF). An extended peridynamic (PD) model for hydraulic fracture analysis is presented, in which the PD pairwise force with the bond rotation is considered, fluid pressure is applied at fracture surfaces with broken bonds, and the critical stretch and critical relative rotation bond failure criteria are derived for Mode I and Mode II fractures of shale reservoir, respectively. Then, numerical examples of hydraulic fracturing of concrete and shale are analyzed using the PD model. The proposed model can well predict the interaction behaviors between HF and NF, and simulation results show that the larger the in situ stress difference and approach angle, the easier it is for the hydraulic fractures to cross the natural fractures.
    publisherASCE
    titleNumerical Simulation of the Interaction between Hydraulic Fracture and Natural Fracture Using the Extended Peridynamic Model
    typeJournal Article
    journal volume24
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9152
    journal fristpage04024023-1
    journal lastpage04024023-11
    page11
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian