Abstract

New sources of energy are necessary today to totally avoid oil dependence. People are researching renewable energy systems (RES) because RES are a challenge for economies and clean energy sources around the world. This paper presents an overview of the current status of energy production based on RES technologies in Mexico. Typical yield failure envelopes obtained with RS3 software in three-dimensions (3D) are included. These envelopes have the special soil characteristics found in marine sediments. Modeled anchors correspond to suction caissons and two typical geometries were studied. Additionally, a study of the seismic response of an offshore site was made using the computer program EERA, since earthquakes are events that frequently affect the infrastructure, making the design always dependent on transient events. A response spectrum is presented. The time histories of acceleration used to obtain the spectrum correspond to earthquakes localized in the area of the Gulf of Mexico.

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References

Alemán-Nava, G. S., et al. (2014). “Renewable energy research progress in Mexico: A review.” Renewable Sustainable Energy Rev., 32, 140–153.
Andersen, K. H., and Jostad, H. P. (1999). “Foundation design of skirted foundations and anchors in clay.” Offshore Technology Conf., Society OTC, Houston, 10824.
Bardet, J. P., Ichii, K., and Lin, C. H. (2000). “EERA: A computer program for equivalent-linear earthquake site response analyses of layered soil deposits.” Dept. of Civil Engineering, Univ. of Southern California, Los Angeles.
BMDSF (Base Mexicana de Datos de Sismos Fuertes). (1977). “Base Mexicana de Sismos Fuertes, Sociedad Mexicana de Ingeniería Sísmica A.C. (CD-ROM 1) [Mexican database of strong earthquakes, Mexican Society of Seismic Engineering].” Instituto de Ingeniería, UNAM; CFE; Fundación ICA; CIRES, A.C.; CENAPRED, Distrito Federal, México (in Spanish).
Cervantes-Barranco, D. O. (2014). “Geotecnia marina aplicada a infraestructura de energía removable [Marine geotechnics applied to renewable energy infrastructure].” Undergraduate thesis, Dept. of Civil Engineering, UPAEP, Puebla, Mexico.
Chávez, M. (1987). “Análisis de riesgo sísmico en varios sitios de la Bahía de Campeche.” Instituto de Ingeniería, UNAM, Distrito Federal, México.
Colliat, J.-L. (1999). “Caissons à succion pour l´ancrage de structures pétrolières en mer profonde.” Revue Française de Géotechnique, 88(3), 11–19.
DNV (Det Norske Veritas). (2014). “Design of offshore wind turbine structures”, Det Norske Veritas AS.
Economía, S. D. (2012). “Informe anual de la secretaria de economía.” Secretaria de Economía, PROMÉXICO, Distrito Federal, México.
Equihua, L. N., and Foray, P. (2007). “Modeling of suction caissons using two- and three- dimensional finite element method.” Proc., 10th Int. Symp. on Numerical Models in Geomechanics (NUMOG X), Taylor & Francis Group, London, 425–431.
Equihua-Anguiano, L. N. (2008). “Modélisation des ancrages de structures offshore flottantes dans les grands fonds marines.” Ph.D. thesis, INPGrenoble, Grenoble, France.
Gourvenec, S. (2007). “Failure envelopes for offshore shallow foundations under general loading.” Geotechnique, 57(9), 715–728.
Hokmabadi, A. S., Fakher, A., and Fatahi, B. (2012). “Full scale lateral behavior of monopoles in granular marine soils.” J. Mar. Struct., 29(1), 198–210.
Hokmabadi, A. S., Fatahi, B., and Samali, B. (2015). “Physical modeling of seismic soil-pile-structure interaction for buildings on soft soils.” Int. J. Geomech., .
Houlsby, G. T., Kelly, R. B., and Byrne, B. W. (2005). “The tensile capacity of suction caisson in sand under rapid loading.” Proc., Frontiers in Offshore Geotechnics: ISFOG 2005, Taylor & Francis Group, London, 405–410.
Kolk, H. J., Kay, S., Kirstein, A., and Troestler, H. (2001). “North Nemba flare bucket foundations.” Offshore Technology Conf., Society OTC, Houston, 13057.
Moreno Figueredo, C., Leyva Viamonte, G., and Matos Velunza, L. (2005). “Estado actual y desarrollo de la energía eólica en Cuba.” ⟨www.cubasolar.cu/biblioteca/Ecosolar/Ecosolar02/HTML/Articulo01.htm⟩ (Feb. 23, 2016).
Palix, E., Willems, T., and Kay, S. (2011). “Caisson capacity in clay: VHM resistance envelope. Part 1: 3D FEM numerical study.” Proc., Frontiers in Offshore Geotechnics II, Taylor & Francis Group, London, 753–758.
PEMEX (Petróleos Mexicanos). (2007). “Diseño y evaluación de plataformas marinas fijas en el Golfo de México.”, Comité de Normalización de Petróleos Mexicanos y Organismos Subsidiarios, Distrito Federal, Mexico.
Plaxis BV [Computer software]. Delft Univ. of Technology, Delft, Netherlands.
Puech, A., Colliat, J. L., Nauroy, J.-F., and Meunier, J. (2005). “Some geotechnical specificities of Gulf of Guinea deepwater sediments.” Proc., Frontiers in Offshore Geotechnics, Taylor & Francis Group, London, 1047–1053.
Randolph, M., Cassidy, M., and Gouvernec, S. (2005). “Challenges of offshore geotechnical engineering.” 16th ICSMGE, Osaka, Japan.
RS3 version 1.017 [Computer software]. Rocscience, Toronto.
SENER. (2011). “National energy balance 2011 [Balance Nacional de Energía 2011].” Secretary of Energy Planning and Technological Development, Dirección General de Planeación Energética, Secretaría de Energía 2012, Distrito Federal, Mexico (in Spanish).
Taboada, V. M., Gan, K. C., Cruz, D., Barrera, P., Espinosa, E., and Carrasco, D. (2012). “Field Gmax relationships for Bay of Campeche clay.” Memorias 26th Reunión Nacional de Mecánica de Suelos e Ingeniería Geotécnica, Sociedad Mexicana de Ingeniería Geotécnica, Quintana Roo, México.
Thomsen, K. (2012). “Offshore wind: A comprehensive guide to successful offshore wind farm installation.” Academic Press, Waltham, MA.
Torres Álvarez, C. R. (2008). “Análisis de respuesta sísmica en la Sonda de Campeche.” 24th Reunión Nacional de Mecánica de Suelos, Sociedad Mexicana de Mecánica de Suelos, Aguascalientes, México.
Villalobos-Jara, F. A. (2006). “Model testing of foundations for offshore wind turbines.” Ph.D. thesis, Oxford Univ., Oxford, U.K.
Vucetic, M. and Dobry, R. (1991). “Effect of soil plasticity on cyclic response.” J. Geotech. Eng. Div., 89–107.
Watson, P. G., Randolph, M. F., and Bransby, M. F. (2000). “Combined lateral and vertical loading of caisson foundations.” Offshore Technology Conf., Society OTC, Houston, 12195.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 3June 2017

History

Received: Mar 2, 2016
Accepted: Sep 15, 2016
Published online: Nov 29, 2016
Discussion open until: Apr 29, 2017
Published in print: Jun 1, 2017

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Professor, Dept. of Civil Engineering, UMSNH Univ., Felicitas del Río, Morelia, 58030, Mexico (corresponding author). ORCID: https://orcid.org/0000-0001-8295-8041. E-mail: [email protected]; [email protected]
Marcos Orozco-Calderón [email protected]
Specialist Engineer, PEP, Ciudad del Carmen, Campeche, 24115, Mexico. E-mail: [email protected]
Carlos Chávez-Negrete [email protected]
Professor, Dept. of Civil Engineering, UMSNH Univ., Felicitas del Río, Morelia, 58030, Mexico. E-mail: [email protected]
Eleazar Arreygue-Rocha [email protected]
Professor, Dept. of Civil Engineering, UMSNH Univ., Felicitas del Río, Morelia, 58030, Mexico. E-mail: [email protected]
José Roberto Pérez-Cruz [email protected]
Conacyt Research Fellow, UMSNH Univ., Felicitas del Río, Morelia, 58030, Mexico. E-mail: [email protected]

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