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    Extension of Poroelastic Analysis to Double-Porosity Materials: New Technique in Microgeomechanics

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 008
    Author:
    James G. Berryman
    DOI: 10.1061/(ASCE)0733-9399(2002)128:8(840)
    Publisher: American Society of Civil Engineers
    Abstract: Double-porosity materials were introduced as models for oil and gas reservoirs having both storage and transport porosities, and were at first usually treated as static mechanical systems in order to study the flow patterns of fluids during reservoir pump down. Because fluid withdrawal normally increases the effective stress acting on the reservoir, it also turns out to be important to study the geomechanics of the reservoir and how changing fluid pressure affects the solid compaction and fluid permeability of these systems. At the microscale, the mechanical properties of the solid constituents and their distribution in space determine the overall macromechanics of the reservoir system. For systems containing two porosities and two types of solid constituents, exact results for all but one (which may be taken as the overall drained bulk modulus of the system) of the mechanical constants can be derived when the constitutents’ properties are known using methods developed in this paper. For multiporosity systems, closure of the system of equations remains an open question, although it is clear that the system can always be closed by the addition of further macroscale measurements.
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      Extension of Poroelastic Analysis to Double-Porosity Materials: New Technique in Microgeomechanics

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    contributor authorJames G. Berryman
    date accessioned2017-05-08T22:39:53Z
    date available2017-05-08T22:39:53Z
    date copyrightAugust 2002
    date issued2002
    identifier other%28asce%290733-9399%282002%29128%3A8%28840%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85597
    description abstractDouble-porosity materials were introduced as models for oil and gas reservoirs having both storage and transport porosities, and were at first usually treated as static mechanical systems in order to study the flow patterns of fluids during reservoir pump down. Because fluid withdrawal normally increases the effective stress acting on the reservoir, it also turns out to be important to study the geomechanics of the reservoir and how changing fluid pressure affects the solid compaction and fluid permeability of these systems. At the microscale, the mechanical properties of the solid constituents and their distribution in space determine the overall macromechanics of the reservoir system. For systems containing two porosities and two types of solid constituents, exact results for all but one (which may be taken as the overall drained bulk modulus of the system) of the mechanical constants can be derived when the constitutents’ properties are known using methods developed in this paper. For multiporosity systems, closure of the system of equations remains an open question, although it is clear that the system can always be closed by the addition of further macroscale measurements.
    publisherAmerican Society of Civil Engineers
    titleExtension of Poroelastic Analysis to Double-Porosity Materials: New Technique in Microgeomechanics
    typeJournal Paper
    journal volume128
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2002)128:8(840)
    treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 008
    contenttypeFulltext
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