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Compaction-Induced Porosity/Permeability Reduction in Sandstone Reservoirs: Data and Model for Elasticity-Dominated Deformation
132
Citations
38
References
2004
Year
Rock TestingEngineeringElasticity-dominated DeformationReservoir EngineeringGeotechnical EngineeringAverage PorosityReservoir CharacterizationFractured Reservoir EngineeringCompaction-induced Porosity/permeability ReductionReservoir SimulationFormation DamageReservoir ModelingRock PropertiesSandstone ReservoirsPore StructureStructural GeologyOutcrop SandstonesCivil EngineeringGeomechanicsRock PhysicReservoir GeologyRock MechanicsPorosity Classes
Summary Open literature and new experimental compaction data from five reservoir and 16 outcrop sandstones are used to delineate the near-elastic, inelastic, and failure domains in 3D-stress space for porosity classes of 5 to 15%, 15 to 25%, and 25 to 35%. Applications of this compaction-domain model include the analysis of the extent of the near-elastic domain (where elasticity theory can be used to describe and predict rock deformation), the pore-volume compressibility (Cpp), and the permeability reduction as a function of reservoir stress path. This is illustrated for a well-consolidated sandstone reservoir with an average porosity of approximately 18%. Two aspects of dynamic reservoir modeling in the near-elastic domain are addressed: calculation of Cpp from raw volumetric-compaction data as a function of isotropic total stress change, and the correction of Cpp for a nonhydrostatic reservoir stress path. Open-literature work combined with our experimental data indicates that the compaction-induced permeability reduction of 15 to 25% porosity sandstone in the near-elastic domain depends predominantly on the increase of the effective mean stress, not on the reservoir stress path.
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