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Prediction of in-situ stresses from directional properties of rock cores for field development of Devonian shales. Final report

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The directional properties of Devonian Shale were determined through five physical property measurements: ultrasonic velocity measurement, point load test, Brazilian test, measurement of directional elastic constants and elastic property variation in the horizontal plane. The core, with a total length of 1300 feet (Depth 2720 to 4026 feet) was taken from Well number 20403 in Lincoln County, WV. The results show that: bedding planes are quite distinct, and the most preferred direction of fractures in the bedding plane is N60/sup 0/E.

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Last Updated September 29, 2016, 16:26 (LMT)
Created September 29, 2016, 16:26 (LMT)
Citation Peng, S.S.; Okubo, S. ---- Roy Long, Prediction of in-situ stresses from directional properties of rock cores for field development of Devonian shales. Final report, 2016-09-29, https://edx.netl.doe.gov/dataset/prediction-of-in-situ-stresses-from-directional-properties-of-rock-cores-for-field-development-of-d
Netl Product yes
Poc Email Roy.long@netl.doe.gov
Point Of Contact Roy Long
Program Or Project KMD
Publication Date 1978-7-1