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Connecting Geomechanical Properties with Potential for Proppant Embedment and Production Decline for the Emerging Caney Shale, Oklahoma
The Caney Shale is emerging as a target for hydrocarbon production, creating opportunities to study rock mechanical origins of observed/anticipated challenges to effective and sustained stimulation. Here we examine five subunits within the Caney, two of which are dubbed “ductile” and three of which are dubbed “reservoir” rock types. The “ductile” versus “reservoir” identification is initially based on elastic properties ascertained from well logs. By comparing core-based mechanical tests, it is found nominally ductile and reservoir layers do not differ in terms of brittleness, but instead the nominally ductile layers tend to be weaker and more prone to creep deformation compared to the nominally more brittle reservoir layers. This difference in mechanical properties is shown to generate higher susceptibility to proppant embedment in the weaker and more creep-prone layers. Specifically, over a 5-year period, the creep is expected to have little impact on reservoir layers but is predicted to reduce propped fracture aperture by a factor of 2 in the ductile layers.
New Geomechanical Computation Analysis Evaluating Behavior of the Fault nearby BC-4
BC-4 is an abandoned brining cavern situated in the middle of the site. Its presence poses a concern for several reasons: 1) the cavern was leached up into the caprock; 2) it is similar to BC-7, a brining cavern on the northwest corner of the dome that collapsed in 1954 and now is the home to Cavern Lake; 3) a similar collapse of BC-4 would have catastrophic consequences for the future operation of the site. There exists a previously mapped fault feature in the caprock and thought to extend into the salt dome than runs in close proximity to BC-4. There are uncertainties about the true extent of the fault, and no explicit analysis has been performed to predict the effects of the fault on BC-4 stability. Additional knowledge of the fault and its effects is becoming more crucial as an enhanced monitoring program is developed and installed.
Geomechanical Characterization of Gypsum-Based 3D Printed Materials.
Abstract not provided.
Geomechanical Evaluation of the Stability of Abandoned Cavern 4 in Bayou Choctaw Salt Dome.
Abstract not provided.
Big Hill Geomechanical Analysis Using M-D Viscoplastic Material Model
The integrity of wellbores at the interbed between the caprock and salt is a serious concern in the Big Hill site. For the remediation and life extension of wellbores, more accurate predictions from the global model are needed. The Big Hill global model is improved using the M-D viscoplastic contact surface model and the mesh containing the interbed layer with contact surfaces between the salt and caprock layers, and fault blocks in overburden and caprock layers. The model calibration has been performed based on the cavern volumetric closures obtained from the Caveman calculations. The results agree well from 1991 to the early 2000s. The difference starts to widen after that, it might be because of frequent fluid movement and raw water injection. Therefore, the predictions from this improved model could be used to examine the structural integrity of caverns in Big Hill salt dome.
Effect of the Addition of a Low Equivalent Stress Mechanism to the Analysis of Geomechanical Behavior of Oil Storage Caverns in Salt.
Abstract not provided.
Effect of the Addition of a Low Equivalent Stress Creep Mechanism to the Analysis of Geomechanical Behavior of the SPR West Hackberry Site.
Abstract not provided.
Geomechanical Analysis of Oil Storage Caverns in Salt Domes with a Low Stress Creep Mechanism Added to the M-D Model.
Abstract not provided.
Geomechanical and geophysical properties of gypsum-based 3D printed geomaterials.
Abstract not provided.
Evolution of Geomechanics for Underground Storage within Salt
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Geomechanical Tool for Evaluating Casing Deformations in Storage Caverns in Salt Dome
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Geomechanical Behavior of the Ghareb Formatio
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Effect of Printing Orientation on Geomechanical and Geophysical Properties of Gypsum-Based 3D Printed Geomaterials
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Cyclic loading-unloading impacts on geomechanical behaviors of multiple salt caverns for underground hydrogen storage
This presentation is about the recent progress of my LDRD (233082) about modeling-based assessment of multiple salt performance for underground hydrogen storage, and my talk will be at the CouFrac 2024 conference, Kyoto in Japan.
Geomechanical Parameters for Characterizing Seismic Sources in Rock Valley
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