All Days 1999
DOI: 10.2118/52864-ms
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Borehole Stability Assessment Using Quantitative Risk Analysis

Abstract: This paper was prepared for presentation at the 1999 SPE/IADC Drilling Conference held in Amsterdam, Holland, 9-11 March 1999.

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Cited by 29 publications
(8 citation statements)
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“…Borehole stability, hydraulics, and hole cleaning are therefore clearly coupled and, for this reason, cannot be studied individually or assessed in isolation. These challenges led to the development of a new approach that exploits detailed understanding of the physics of borehole dynamics during drilling and the power of quantitative-risk-analysis (QRA) technology (Ottesen et al 1999;Kline et al 2005). This borehole-quality QRA technology is used to optimize the well-design architecture and drilling parameters for each individual hole section.…”
Section: Real-time Near Missmentioning
confidence: 99%
“…Borehole stability, hydraulics, and hole cleaning are therefore clearly coupled and, for this reason, cannot be studied individually or assessed in isolation. These challenges led to the development of a new approach that exploits detailed understanding of the physics of borehole dynamics during drilling and the power of quantitative-risk-analysis (QRA) technology (Ottesen et al 1999;Kline et al 2005). This borehole-quality QRA technology is used to optimize the well-design architecture and drilling parameters for each individual hole section.…”
Section: Real-time Near Missmentioning
confidence: 99%
“…Based on the several QRA (quantitative risk analysis) analyses [19][20][21][22][23][24][25][26][27][28] and the pore pressure profile with probability information, the fracture and collapse pressure profile with credibility can also be established similar with the pore pressure.…”
Section: Fracture and Collapse Pressure Profile With Credibilitymentioning
confidence: 99%
“…QRA To Drill a Stable Borehole Through the SAF QRA allows us to incorporate uncertainty in the most expected value of the various parameters used in this study to give the probability of success using a particular mud weight (Moos et al 2003;Ottesen et al 1999). Analysis will be performed for a maximum breakout width of 60°.…”
Section: Mud-weight Prediction For Phasementioning
confidence: 99%