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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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