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Dive into the research topics where Philippe Jeanjean is active.

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Featured researches published by Philippe Jeanjean.


Geophysics | 2003

Measurements and modeling of the shallow pore pressure regime at the Sigsbee Escarpment Successful prediction of overpressure and ground-truthing with borehold measurements

Daniel L. Orange; Demian M. Saffer; Philippe Jeanjean; Zaid Al-Khafaji; Gary Humphrey; Greg Riley

Editors note: The material in this paper was prepared and presented (OTC Paper 15201) at the 2003 Offshore Technology Conference, 5–8 May in Houston, Texas, U.S., and is published with permission. Shallow overpressures and shallow water flow (SWF) are significant hazards to deepwater drilling and facilities. In this paper we demonstrate how a combination of geomorphology, hydrogeology, and seismic interpretation has been successfully used in infer shallow overpressures, to develop a testable hypothesis of pore pressure distribution, and to delineate where to collect in-situ data. In-situ pore pressure measurements provide ground-truth data that can validate the model and be used to evaluate the hazards that internally driven failure might pose for facilities development. Several slope failures on the Sigsbee Escarpment in the Mad Dog and Atlantis field areas show a geomorphology distinct from “top-down” slope failures. Specifically, these slumps have steep, amphitheater-shaped headscarps, shallowly sloping bases, sharp inflection points with the surrounding seafloor at both the top and bottom of the headscarp, a linear trend in map view, and linear side walls. These geomorphic characteristics suggest that the slumps are formed by internally driven failure, and that the slumps grow retrogressively by headward migration. Within the Mad Dog and Atlantis field areas, Mad Dog Slump 8 and Atlantis Slump A are the best examples of this morphology; in this paper we will focus our attention on Mad Dog Slump 8 due to its proximity to planned facilities. The types of slope failures discussed in this paper are found on many margins worldwide. Their characteristic morphology indicates that the primary mechanism of slope failure is due to internal forcing (overpressure, weakening), rather than by downslope erosional flow. Internally driven slope failures can provide clues about the shallow overpressure regime, and provide exploration targets. Because the ocean is at constant head, and …


ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering | 2003

Reliability of Gulf of Mexico Deepwater Slopes

Philippe Jeanjean

This paper describes the methodology used by BP on two deepwater projects to assess the reliability level of submarine slopes in the deepwater Gulf of Mexico environment. The paper describes the necessary steps in the analyses: establishing a geological model, properly characterizing the slope geophysically and geotechnically, carrying out deterministic slope stability analyses, performing a thorough review of potential triggering mechanisms, assessing how the slope safety factor will evolve over time, and estimating the annual probability of failure of a given slope. Possible means of estimating annual probabilities of failures from a FORM analysis are presented. The paper establishes that, even if a FORM analysis gives a relatively high probability of failure, the annual probability of failure can be several orders of magnitude lower if the trigger mechanisms are non-random and slow acting.Copyright


Offshore Technology Conference | 2009

Re-assessment of P-Y curves for soft clays from centrifuge testing and finite element modeling

Philippe Jeanjean


Ocean Engineering | 2005

Centrifuge tests on installation of suction anchors in soft clay

Knut H. Andersen; Philippe Jeanjean; Dirk Luger; Hans Petter Jostad


Vertical and Horizontal Deformations of Foundations and Embankments | 1994

Load Settlement curve Method for Spread Footings of Sand

Jean-Louis Briaud; Philippe Jeanjean


SPE Annual Technical Conference and Exhibition | 2002

Innovative Design Method for Deepwater Surface Casings

Philippe Jeanjean


Offshore Technology Conference | 2015

Recent Advances in Soil Response Modeling for Well Conductor Fatigue Analysis and Development of New Approaches

Arash Zakeri; Ed Clukey; Buba Kebadze; Philippe Jeanjean; Dan Walker; Gerry Piercey; Jack Templeton; Larry Connelly; Charles Aubeny


Offshore Technology Conference | 2003

Analysis of Past and Future Debris Flows and Turbidity Currents Generated by Slope Failures Along the Sigsbee Escarpment in the Deep Gulf of Mexico

Alan W. Niedoroda; Christopher W. Reed; Lyle Hatchett; Alan Young; Dan Lanier; Vernon Ray Kasch; Philippe Jeanjean; Dan Orange; William R. Bryant


Offshore Technology Conference | 2002

High-Resolution AUV Surveys of the Eastern Sigsbee Escarpment

Robert A. George; Lindsay A. Gee; Andrew W. Hill; James A. Thomson; Philippe Jeanjean


Applied Ocean Research | 2016

Fatigue analysis of offshore well conductors: Part II – Development of new approaches for conductor fatigue analysis in clays and sands

Arash Zakeri; Edward C. Clukey; Elizbar Buba Kebadze; Philippe Jeanjean

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