Abstract
Offshore foundation systems are constantly evolving to meet the needs of developments in the energy sector. These developments may be induced by the requirements of moving into ever deeper water for hydrocarbon recovery or creating foundation systems for renewable energy sources such as offshore wind farms. One such approach is that foundation systems are developed that combine several foundation elements to create a hybrid system. In this way it may be possible to develop a foundation system that is more efficient for the combination of vertical and lateral loads associated with the offshore environment, and in particular wind-powered generators. This paper presents the results from a physical and numerical modeling program undertaken to investigate the performance of hybrid, monopiled footing foundations under combined monotonic loading conditions in sand.
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References
Anastasopoulos, I., and M. Theofilou. 2015. “On the development of a hybrid foundation for offshore wind turbines.” In Proc., 3rd Int. Symp. on Frontiers in Offshore Geotechnics. London, UK: CRC Press.
Arshi, H. S. 2011. “Structural behaviour and performance of skirted hybrid monopile-footing foundations for offshore oil and gas facilities.” In Proc., Institution of Structural Engineers: Young Researchers Conf. ’11, 8. London, UK: IStructE Publications.
Arshi, H. S. 2016. “Physical and numerical modelling of hybrid monopile-footing foundation systems.” Ph.D. dissertation, Univ. of Brighton.
Arshi, H. S., and K. J. L. Stone. 2015. “Improving the lateral resistance of offshore pile foundations for deep water application.” In Proc., 3rd Int. Symp. on Frontiers in Offshore Geotechnics. London, UK: CRC Press.
Arshi, H. S., K. J. L. Stone, and M. Vaziri. 2012. “Decoupled hybrid monopile-footing foundation system.” In Proc., 10th Annual British Geotechnical Association Conf. London, UK: British Geotechnical Association.
Arshi, H. S., K. J. L. Stone, M. Vaziri, T. Newson, M. El-Marasi, R. N. Taylor, and R. Goodey. 2013. “Physical model testing of hybrid monopile-footing foundation system in sand for offshore structures in Cohesionless soils.” In Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 2307–2310. Paris, France.
Bunce, J. W., and J. M. Carey. 2001a. “A guyed OWEC support structure design.” In Proc., European Wind Energy Conf. (EWEC 2001). Munich, Germany: WIP-Renewable Energies.
Bunce, J. W., and J. M. Carey. 2001b. “A guyed support structure design for large megawatt offshore wind turbines in deep waters.” In Proc., EWEA Special Topic Conf. on Offshore Wind Energy. Brussels, Belgium: European Wind Energy Association.
Carder, D. R., and N. J. Brookes. 1993. “Discussion.” In Retaining structures, edited by C. R. I. Clayton, 498–501. London, UK: Thomas Telford.
Carder, D. R., G. V. R. Watson, R. J. Chandler, and W. Powrie. 1999. “Long term performance of an embedded retaining wall with a stabilizing base.” Proc. Instn. Civ. Eng. Geotech. Eng. 137 (2): 63–74. https://doi.org/10.1680/gt.1999.370201.
Haiderali, A., and G. Madabhushi. 2016. “Improving the lateral capacity of monopiles in submarine clay.” Proc. Inst. Civ. Eng. Ground Improv. 169 (4): 239–252. https://doi.org/10.1680/jgrim.14.00039.
Jardine, R. J., D. M. Potts, and A. B. Fourie. 1986. “Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction.” Geotechnique 36 (3): 377–396. https://doi.org/10.1680/geot.1986.36.3.377.
Lehane, B. M., B. Pedram, J. A. Doherty, and W. Powrie. 2014. “Improved performance of monopiles when combined with footings for tower foundations in sand.” J. Geotech. Geoenviron. Eng. 140 (7): 04014027. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001109.
Potts, D. M., and L. Zdravkovic. 1999. Finite element analysis in geotechnical engineering: Theory. London, UK: Thomas Telford.
Powrie, W., and M. P. Daly. 2007. “Centrifuge modelling of embedded retaining walls with stabilising bases.” Geotechnique 57 (6): 485–497. https://doi.org/10.1680/geot.2007.57.6.485.
Stone, K. J. L. 1988. “Modelling of rupture development in soils.” Ph.D. dissertation, Univ. of Cambridge.
Stone, K. J. L., T. A. Newson, and M. El Marassi. 2010. “An investigation of a monopiled-footing foundation.” In Proc., Int. Conf. on Physical Modelling in Geotechnics, ICPMG2010, 829–833. Rotterdam, Netherlands: A.A. Balkema.
Stone, K. J. L., T. A. Newson, M. El Marassi, H. El Naggar, R. N. Taylor, and R. A. Goodey. 2011. “An investigation of the use of a bearing plate to enhance the bearing capacity of monopile foundations.” In Proc., Int. Conf. on Frontiers in Offshore Geotechnics II, ISFOG, 623–628. London, UK: Taylor & Francis Group.
Stone, K. J. L., T. A. Newson, and J. Sandon. 2007. “An investigation of the performance of a ‘hybrid’ monopile-footing foundation for offshore structures.” In Proc., 6th Int. Conf. on Offshore Site Investigation and Geotechnics, 391–396. London, UK: Society for Underwater Technology.
Stone, K. J. L., and D. M. Wood. 1992. “Effects of dilatancy and particle size observed in model tests on sand.” Soils Found. 32 (4): 43–57. https://doi.org/10.3208/sandf1972.32.4_43.
Trojnar, K. 2013. “Lateral stiffness of hybrid foundations: Field investigations and 3D FEM analysis.” Geotechnique 63 (5): 355–367. https://doi.org/10.1680/geot.9.P.0778.
Zdravkovic, L., D. M. Potts, and H. D. St. John. 2005. “Modelling of a 3D excavation in finite element analysis.” Geotechnique 55 (7): 497–513. https://doi.org/10.1680/geot.2005.55.7.497.
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©2018 American Society of Civil Engineers.
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Received: Jul 6, 2017
Accepted: Jan 31, 2018
Published online: May 31, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 31, 2018
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