Field trials on monotonic behaviour of a driven pile at an offshore wind farm in China

References

• Achmus, M., Y. S. Kuo, and K. Abdel-Rahman. 2009. Behavior of Monopile Foundations under Cyclic Lateral Load. Computers and Geotechnics 36 (5): 725–735. doi:10.1016/j.compgeo.2008.12.003.
   Web of Science ®Google Scholar
• API. 2014. Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design, API Recommended Practice 2A-WSD. Washington, D. C.: American Petroleum Institute.
   Google Scholar
• Bogard, J. D., and H. Matlock. 1990. Application of Model Pile Tests to Axial Pile Design. Houston: Offshore Technology Conference.
   Google Scholar
• Byrne, B. W., R. A. McAdam, H. J. Burd, G. T. Houlsby, C. M. Martin, K. Gavin, … D. M. Potts. 2015. Field Testing of Large Diameter Piles under Lateral Loading for Offshore Wind Applications. Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE), Edinburgh, UK.
   Google Scholar
• Byrne, B. W., H. J. Burd, L. Zdravkovic, C. N. Abadie, G. T. Houlsby, R. J. Jardine, … D. M. Potts. 2019. PISA Design Methods for Offshore Wind Turbine Monopiles. Proceedings of Offshore Technology Conference, Offshore Technology Conference, Inc., Houston.
   Google Scholar
• Cheng, S., Q. Q. Zhang, S. C. Li, L. P. Li, S. M. Zhang, and K. Wang. 2018. Nonlinear Analysis of the Response of a Single Pile Subjected to Tension Load Using a Hyperbolic Model. European Journal of Environmental and Civil Engineering 22 (2): 181–191. doi:10.1080/19648189.2016.1185969.
   Web of Science ®Google Scholar
• Clausen, C., P. Aas, and K. Karlsrud. 2005. Bearing Capacity of Driven Piles in Sand, the NGI Approach. Proceedings of the International Symposium on Frontiers in Offshore Geotechnics, Taylor & Francis, London, 574–580.
   Google Scholar
• Coyle, H. M., and L. C. Reese. 1966. Load Transfer for Axially Loaded Piles in Clay. Journal of the Soil Mechanics and Foundations Division 92 (2): 1–26.
   Google Scholar
• Coyle, H. M., and I. H. Suliaman. 1967. Skin Friction for Steel Piles in Sand. Journal of the Soil Mechanics and Foundation Division, Proceedings of the American Society of Civil Engineers 93 (SM6): 261–278.
   Google Scholar
• Davis, R. A., J. N. Mure, and M. L. Kightley. 1987. The Dynamic Analysis of Piled Foundations Using the CAPWAPC Method. Ground Engineering 20 (8): 16–22.
   Google Scholar
• Feng, S. J., S. F. Lu, and Z. M. Shi. 2016. Field Investigations of Two Super-Long Steel Pipe Piles in Offshore Areas. Marine Georesources & Geotechnology 34 (6): 559–570. doi:10.1080/1064119X.2015.1038760.
   Web of Science ®Google Scholar
• Garus, D., K. Krebber, and R. Hereth. 1995. Distributed Fibre Optical Sensors Using Brillouin Backscattering. Fiber Optic and Laser Sensors XIII. The International Society for Optical Engineering, Munich 2510: 172–183.
   Google Scholar
• Goble, G. G. 1980. The Analysis of Pile Driving-A State-of-the-Art. Proceedings of International Conference on Application of Stress-Wave Theory to Piles, Stockholm, 131–161.
   Google Scholar
• Han, F., M. Prezzi, R. Salgado, and M. Zaheer. 2016. Axial Resistance of Closed-Ended Steel-Pipe Piles Driven in Multilayered Soil. Journal of Geotechnical and Geoenvironmental Engineering 143 (3): 04016102. doi:10.1061/(ASCE)GT.1943-5606.0001589.
   Web of Science ®Google Scholar
• Jardine, R. J., R. F. Overy, and F. C. Chow. 1998. Axial Capacity of Offshore Piles in Dense North Sea Sands. Journal of Geotechnical and Geoenvironmental Engineering 124 (2): 171–178. doi:10.1061/(ASCE)1090-0241(1998)124:2(171).
   Web of Science ®Google Scholar
• Jardine, R., F. Chow, R. Overy, and J. Standing. 2005. ICP Design Methods for Driven Piles in Sand and Clays. Thomas Telford, London.
   Google Scholar
• Jeanjean, P. 2009. Re-Assessment of p-y Curve for Soft Clay from Centrifuge Testing and Finite Element Modeling. Proceedings of Offshore Technology Conference, Offshore Technology Conference, Inc., Houston.
   Google Scholar
• Karlsrud, K., C. Clausen, and P. Aas. 2005. Bearing Capacity of Driven Piles in Clay, the NGI Approach. Proceedings of the International Symposium on Frontiers in Offshore Geotechnics, Taylor and Francis, Perth, 775–782.
   Google Scholar
• Klinkvort, R. T., M. Poder, P. Truong, and V. Zania. 2016. Centrifuge Modelling of Rigid Piles in Soft Clay. 3rd European Conference on Physical Modelling in Geotechnics, Nantes.
   Google Scholar
• Kolk, H. J., and E. der Velde. 1996. A Reliable Method to Determine Friction Capacity of Piles Driven into Clays. Proceeding of Offshore Technology Conference, Offshore Technology Conference, Inc., Houston.
   Google Scholar
• Kolk, H. J., A. E. Baaijens, and M. Senders. 2005. Design Criteria for Pipe Piles in Silica Sands. Proceedings of the International Symposium on Frontiers in Offshore Geotechnics, Taylor & Francis, London, 711–716.
   Google Scholar
• Kulhawy, F. H., and P. W. Mayne. (1990). Manual on estimating soil properties for foundation design. Palo Alto, CA: Electric Power Research Institute.
   Google Scholar
• Lehane, B. M., Y. Li, and R. Williams. 2013. Shaft Capacity of Displacement Piles in Clay Using the Cone Penetration Test. Journal of Geotechnical and Geoenvironmental Engineering 139 (2): 253–266. doi:10.1061/(ASCE)GT.1943-5606.0000749.
   Web of Science ®Google Scholar
• Lehane, B. M., J. A. Schneider, and X. Xu. 2007. The UWA-05 Method for Prediction of Axial Capacity of Driven Piles in Sand. Proceedings of the International Symposium on Frontiers in Offshore Geotechnic (is-FOG 2005), Taylor & Francis, London, 683–689.
   Google Scholar
• Lunne, T., and A. Kleven. 1981. Role of CPT in North Sea Foundation Engineering. Cone Penetration Testing and Experience. ASCE 76–107.
   Google Scholar
• Matlock, H. 1970. Correlations for Design of Laterally Loaded Piles in Soft Clay. Proceeding of Offshore Technology Conference, Offshore Technology Conference, Inc., Houston, 77–94.
   Google Scholar
• McAdam, R., B. W. Byrne, G. Houlsby, W. J. A. P. Beuckelaers, H. Burd, K. Gavin, D. J. P. Igoe, et al. 2018. Monotonic Lateral Loaded Pile Testing in a Dense Marine Sand at Dunkirk. Géotechnique, published online (doi: 10.1680/jgeot.18.pisa.004)
   Web of Science ®Google Scholar
• Nicola, A. D., and M. Randolph. 1999. Centrifuge Modelling of Pipe Piles in Sand under Axial Loads. Géotechnique 49 (3): 295–318. doi:10.1680/geot.1999.49.3.295.
   Web of Science ®Google Scholar
• Nikitas, G., N. J. Vimalan, and S. Bhattacharya. 2016. An Innovative Cyclic Loading Device to Study Long Term Performance of Offshore Wind Turbines. Soil Dynamics and Earthquake Engineering 82: 154–160. doi:10.1016/j.soildyn.2015.12.008.
   Web of Science ®Google Scholar
• Pan, D., A. Lucarelli, and Z. Cheng. 2016. Field Test and Numerical Analysis of Monopiles for Offshore Wind Turbine Foundations. Geotechnical and Structural Engineering Congress, 1138–1152.
   Google Scholar
• Randolph, M. F., and C. P. Wroth. 1979. An Analytical Solution for the Consolidation around a Driven Pile. International Journal for Numerical and Analytical Methods in Geomechanics 3 (3): 217–229. doi:10.1002/nag.1610030302.
   Web of Science ®Google Scholar
• Randolph, M. F., J. P. Carter, and C. P. Wroth. 1979. Driven Piles in Clay—the Effects of Installation and Subsequent Consolidation. Géotechnique 29 (4): 361–393. doi:10.1680/geot.1979.29.4.361.
   Web of Science ®Google Scholar
• Reese, L. C., W. R. Cox, and F. D. Koop. 1975. Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay. Proceedings of 2nd Offshore Technology Conference, Offshore Technology Conference, Inc., Houston, 671–690.
   Google Scholar
• Salgado, R. 2008. The Engineering of Foundations. New York: McGraw-Hill.
   Google Scholar
• Van Dijk, B. F. J., and H. J. Kolk. 2011. CPT-Based Design Method for Axial Capacity of Offshore Piles in Clays. Frontiers in Offshore Geotechnics II, Taylor & Francis, London, 555–560.
   Google Scholar
• Yang, Q. J., Y. F. Gao, D. Q. Kong, and B. Zhu. 2019. Centrifuge Modelling of Lateral Loading Behaviour of a “Semi-Rigid” Mono-Pile in Soft Clay. Marine Georesources & Geotechnology 1–12. doi:10.1080/1064119X.2018.1545004.
   Web of Science ®Google Scholar
• Yang, Z. X., W. B. Guo, R. J. Jardine, and F. Chow. 2016. Design Method Reliability Assessment from an Extended Database of Axial Load Tests on Piles Driven in Sand. Canadian Geotechnical Journal 54 (1): 59–74. doi:10.1139/cgj-2015-0518.
   Web of Science ®Google Scholar
• Zhang, G., B. Rong, and P. Fu. 2013. Centrifuge Model Test Study of Static and Cyclic Behaviour of a Pile Foundation for an Offshore Wind Generator. Journal of Testing and Evaluation 41 (5): 20120234–20120712. doi:10.1520/JTE20120234.
   Web of Science ®Google Scholar
• Zhu, B., Y. Y. Yao, Z. G. Yu, J. F. Guo, and Y. M. Chen. 2012. Field tests on lateral monotonic and cyclic loadings of offshore elevated piles. Chin. J. Geotech. Eng. 34(6): 1028–1037 (in Chinese).
   Google Scholar
• Zhu, B., Z. J. Zhu, T. Li, J. C. Liu, and Y. F. Liu. 2017. Field Tests of Offshore Driven Piles Subjected to Lateral Monotonic and Cyclic Loads in Soft Clay. Journal of Waterway, Port, Coastal, and Ocean Engineering 143 (5): 05017003. doi:10.1061/(ASCE)WW.1943-5460.0000399.
   Web of Science ®Google Scholar