1887

Abstract

Summary

Reservoir studies for geomechanics starts with 1D Mechanical Earth Models built with wireline logs as primary inputs, calibrated against laboratory rock mechanical tests to derive continuous profiles of rock mechanical properties and ultimately, of in-situ stresses. Challenges arise, inherent to the reconciliation between core-based and wireline data for geomechanics and related to the nature of the rock mechanical tests run on plug samples

This paper introduces new technologies developed to tackle these challenges, providing high continuous profiles of rock properties measured directly on core samples. These technologies are integrated on one unique, compact and portable test bench enabling fast and efficient testing campaigns on site, requiring light logistical support and minimum sample preparation prior to testing.

Results are used to estimate geomechanical properties, map out distributions of geomechanical facies and inform about the nature and quantities of mineral constituants in these facies. These large sets of high quality data can be obtained from fresh cores, at the onset of core analysis programs, earlier and faster than conventional laboratory testing methods, thereby increasing the value of information of core analysis workflows. This should ultimately lead to a significant reduction of the uncertainty in many reservoir models, for geomechanics and other disciplines.

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/content/papers/10.3997/2214-4609.201700937
2017-06-12
2024-04-19
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References

  1. C.Germay, T.Richard, C.Lindsay and H. T.Woo
    , “SPE-174086-PA The Continuous Scratch Profile: A High Resolution Strength Log for Geo-Mechanical and Petro-Physical Characterization of Rocks,” SPE Reservoir Evaluation & Engineering-Formation Evaluation, publication pending.
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    , “Enhanced Core Analysis SPE-177520412-MS: Workflow for the Geomechanical Characterization of Reservoirs in a Giant Onshore Field, Abu Dhabi.,” in ADIPEC, Abu Dhabi, 2015.
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  3. A. H.Noufal, C.Germay and T.Lhomme
    , “SPE-182994-MS: Reduction of Uncertainty in Geomechanical Modeling by the Use of Continuous Core Based Data In a Giant field In Abu Dhabi, UAE,” in ADIPEC, Abu Dhabi, 2016.
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