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    Compaction Performance of Geopressured-Geothermal Reservoir Rock

    Source: Journal of Energy Resources Technology:;1988:;volume( 110 ):;issue: 003::page 189
    Author:
    E. P. Fahrenthold
    ,
    K. E. Gray
    DOI: 10.1115/1.3231381
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The mechanical properties of intact shale samples and reservoir sandstone cored from a Gulf Coast geopressured-geothermal well have been measured in triaxial compaction tests at similar confining pressures. The results suggest that such shales exhibit a reduced Young’s modulus and increased bulk modulus as compared to neighboring sandstone. Additional uniaxial compaction and pore pressure drawdown tests were conducted on the sandstone in order to investigate the significance of rock compaction to reservoir performance predictions. The test data and existing porous media models indicate that, although partial decoupling of the fluid-solid motions is justified for uniaxial compaction conditions, pore volume compressibility can significantly influence the interpretation of well test analyses.
    keyword(s): Reservoirs , Compacting , Geothermal engineering , Rocks , Shorelines , Mechanical properties , Pressure , Compressibility , Elasticity , Fluids , Porous materials AND Motion ,
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      Compaction Performance of Geopressured-Geothermal Reservoir Rock

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/103792
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    • Journal of Energy Resources Technology

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    contributor authorE. P. Fahrenthold
    contributor authorK. E. Gray
    date accessioned2017-05-08T23:26:59Z
    date available2017-05-08T23:26:59Z
    date copyrightSeptember, 1988
    date issued1988
    identifier issn0195-0738
    identifier otherJERTD2-26423#189_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103792
    description abstractThe mechanical properties of intact shale samples and reservoir sandstone cored from a Gulf Coast geopressured-geothermal well have been measured in triaxial compaction tests at similar confining pressures. The results suggest that such shales exhibit a reduced Young’s modulus and increased bulk modulus as compared to neighboring sandstone. Additional uniaxial compaction and pore pressure drawdown tests were conducted on the sandstone in order to investigate the significance of rock compaction to reservoir performance predictions. The test data and existing porous media models indicate that, although partial decoupling of the fluid-solid motions is justified for uniaxial compaction conditions, pore volume compressibility can significantly influence the interpretation of well test analyses.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleCompaction Performance of Geopressured-Geothermal Reservoir Rock
    typeJournal Paper
    journal volume110
    journal issue3
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231381
    journal fristpage189
    journal lastpage195
    identifier eissn1528-8994
    keywordsReservoirs
    keywordsCompacting
    keywordsGeothermal engineering
    keywordsRocks
    keywordsShorelines
    keywordsMechanical properties
    keywordsPressure
    keywordsCompressibility
    keywordsElasticity
    keywordsFluids
    keywordsPorous materials AND Motion
    treeJournal of Energy Resources Technology:;1988:;volume( 110 ):;issue: 003
    contenttypeFulltext
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