Quantifying the Effect of Rock Strength Criteria on Minimum Drilling Mud Weight Prediction Using Polyaxial Rock Strength Test Data
Author:
Affiliation:
1. Chevron, 1500 Louisiana St., Houston, TX 77002 (corresponding author).
2. Baker Atlas, 2001 Rankin Rd., Houston, TX 77073.
3. Professor Emeritus, Dept. of Petroleum Engineering, Texas A&M Univ., College Station, TX 77843.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A4%28260%29
Reference16 articles.
1. Aadnýy B. S. and Chenevert M. E. (1987). “Stability of highly inclined boreholes.” SPE Drilling Engineering 364–374.
2. Bradford D. R. and Cook J. M. (1994). “A semianalytic elastoplastic model for wellbore stability with applications to sanding.” Proc. SPE/ISRM Rock Mechanics in Petroleum Engineering Conf. 347–354.
3. Failure of Inclined Boreholes
4. A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks
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