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TECHNICAL PAPERS

Mexico Engineering Experiences and Developments

[+] Author and Article Information
Rafael Ramos, Faustino Pérez, Roberto Ortega Ramirez

Instituto Mexicano del Petróleo, Eje Central L. Cárdenas 152, 07730 Mexico City, Mexico

J. Offshore Mech. Arct. Eng 122(2), 72-80 (Nov 09, 1999) (9 pages) doi:10.1115/1.533729 History: Received July 15, 1999; Revised November 09, 1999
Copyright © 2000 by ASME
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References

Bea, R. G., Ramos, R., Valle, O., Valdés, V., and Maya, R., 1998, “Risk Assessment and Management Based Hurricane Wave Criteria for Design and Requalification of Platforms in the Bay of Campeche,” Proceedings of the 30th Offshore Technology Conference, Houston, TX.
Bea, R. G., Ramos, R., Valle, O., and Valdés, V., 1998, “Risk Based Hurricane and Earthquake Criteria for Design and Requalification of Platforms in the Bay of Campeche, Mexico,” Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering, Lisbon, Portugal.
Oceanweather Inc., 1993, “Las Condiciones Meteorológicas y Oceanográficas Normales y Extremas de la Parte Oriental de la Bahı́a de Campeche,” Final Report to Fugro McClleland and PEMEX Exploración y Producción, Cos Cob, CN.
Oceanweather Inc., 1996, “Update of Meteorological and Oceanographic Hindcast Data and Normals and Extremes Bay of Campeche,” Final Report to Brown and Root and PEMEX Exploración y Producción, Cos Cob, CN.
Oceanweather Inc., 1996, “Hurricane Roxanne/1996 Hindcast Study,” Final Report to Brown and Root and PEMEX Exploración y Producción, Cos Cob, CN.
Suhayda, J. N., 1997, “Development of Oceanographic Design Criteria for Platforms, Wave/Sea Bottom Interaction Effects,” Report to Brown and Root and PEMEX Exploración y Producción, Louisiana State University, Baton Rouge, LA.
Suhayda, J. N., Zhaouhui, Jin, E., and Valle, C., 1998, “Effects of Soft Sea Floor on Hurricane Waves in the Bay of Campeche,” Proceedings of the 17th International Conference on Offshore Mechanics and Arctic Engineering, Lisbon, Portugal.
Marshall, P. W., 1997, Review of “Risk-Based Criteria for PEMEX Cantarell Field,” Report to Bechtel Co. and PEMEX Exploración y Producción, MHP Systems Engineering, Houston, TX.
American Petroleum Institute (API), 1993, Recommended Practice for Planning Designing and Constructing Fixed Offshore Platforms-Working Stress Design (RP-2A-WSD), Supplement 1 to the 20th Edition, Washington, DC.
Xu, T., and Bea, R. G., 1997, “Near Surface Wave Theory, Wave-in-Deck Force,” Report to Brown and Root, IMP and PEMEX Exploración y Producción, University of California, Berkeley, CA.
Chávez, M., 1997, “Seismic Hazard at Sites of the Campeche Bay for the Risk Assessment of PEMEX Offshore Facilities,” Report to Brown and Root, IMP and PEMEX Exploración y Produción, CISIND, Mexico City, Mexico.
Tang, W. H., and Gilbert, R., 1990, “Offshore Lateral Pile Design Reliability,” Research Report for Project PRAC 87-29, Report to the American Petroleum Institute, University of Illinois at Urbana Champagne, IL.
Zhaohui, Jin, E., 1997, “Dynamic Response of Single Pile to Lateral Loading,” Report to IMP and PEMEX Exploración y Producción, University of California, Berkeley, CA.
Valle, C., Barrera, P., and Taboada, V., 1998, “Effect of Strain Rate, Sampling Technique and Aging on the Soil Properties Used in the Reassessment of Pile Foundations Performance in the Bay of Campeche,” Proceedings of the 30th Offshore Technology Conference, Houston, TX.
Romo, M. P., and Ovando, E., 1993, “Propiedades y curvas P-Y dinámicas de los suelos tı́picos de la Sonda de Campeche,” Report No. 481, Instituto de Ingenierı́a, UNAM, Mexico City, Mexico.
Xu, T., 1997, “Reassessment of Tubular Joint Capacity Uncertainty and Reliability,” Report to IMP and PEMEX Exploración y Producción, University of California, Berkeley, CA.
Xu, T., 1997, “Risk Based Life Cycle Fatigue Criteria,” Report to IMP and PEMEX Exploración y Producción, University of California, Berkeley, CA.

Figures

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Wind and wave hindcast results
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Observed wave heights and hindcast results
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Wave transects used for modeling wave-sea bottom effects
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Wave height correction factor (100-yr ARP)
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Attenuated wave height versus water depth
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Wave force field measurements
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Bay of Campeche plate tectonics
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Earthquake event M=5 or higher
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Variation of the undrained shear strength with sampling technique
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Increase of deviator stress (capacity) with time
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Optimum cost definition
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Safety index variation with time and repair threshold
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IMR example application

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