Bearing behavior of monopile-friction wheel hybrid foundation under combined horizontal-torsional loads in sand soil

References

• Arshi, H. 2011. Structural Behaviour and Performance of Skirted Hybrid Monopile-Footing Foundations for Offshore Oil and Gas Facilities. Presented at the Institution of Structural Engineers: Young Researchers’ Conference 2011, London, UK.
   Google Scholar
• Arshi, H., and K. Stone. 2011. Increasing the Lateral Resistance of Offshore Monopile Foundations: Hybrid Monopile-Footing Foundation System. Presented at the 3rd International Conference on Engineering, Project and Production Management, Brighton, UK.
   Google Scholar
• Arshi, H., and K. Stone. 2012. Lateral Resistance of Hybrid Monopile-Footing Foundations in Cohesionless Soils for Offshore Wind Turbines. Presented at the Proceedings of the 7th International Conference on Offshore Site Investigation and Geotechnics, London, UK.
   Google Scholar
• Arshi, H., K. Stone, and F. Gunzel. 2015. Cost Efficient Design of Monopile Foundations for Offshore Wind Turbines. Presented at the Proceedings of the 16th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering for Infrastructure Development, Edinburgh, UK.
   Google Scholar
• 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 Slab. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 137 (2): 63–74. doi:10.1680/gt.1999.370201.
   Web of Science ®Google Scholar
• Cui, C., K. Meng, C. Xu, B. Wang, and Y. Xin. 2022. Vertical Vibration of a Floating Pile considering the Incomplete Bonding Effect of the Pile-Soil Interface. Computers and Geotechnics 150: 104894. doi:10.1016/j.compgeo.2022.104894.
   Web of Science ®Google Scholar
• Dai, S., B. Han, G. Huang, X. Gu, L. Jian, and S. Liu. 2022. Failure Mode of Monopile Foundation for Offshore Wind Turbine in Soft Clay under Complex Loads. Marine Georesources & Geotechnology 40 (1): 14–25. doi:10.1080/1064119X.2020.1855682.
   Web of Science ®Google Scholar
• Díaz, H., and C. Guedes Soares. 2020. Review of the Current Status, Technology and Future Trends of Offshore Wind Farms. Ocean Engineering 209: 107381. doi:10.1016/j.oceaneng.2020.107381.
   Web of Science ®Google Scholar
• El-Marassi, M. 2011. Investigation of Hybrid Monopile-Footing Foundation Systems Subjected to Combined Loading. PhD diss., The University of Western Ontario.
   Google Scholar
• Jalbi, S., G. Nikitas, S. Bhattacharya, and N. Alexander. 2019. Dynamic Design Considerations for Offshore Wind Turbine Jackets Supported on Multiple Foundations. Marine Structures 67: 102631. doi:10.1016/j.marstruc.2019.05.009.
   Web of Science ®Google Scholar
• Leblanc, C., G. T. Houlsby, and B. W. Byrne. 2010. Response of Stiff Piles in Sand to Long-Term Cyclic Lateral Loading. Géotechnique 60 (2): 79–90. doi:10.1680/geot.7.00196.
   Web of Science ®Google Scholar
• 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. Journal of Geotechnical and Geoenvironmental Engineering 140 (7): 04014027. doi:10.1061/(ASCE)GT.1943-5606.0001109.
   Web of Science ®Google Scholar
• Li, D., L. Feng, and Y. Zhang. 2014. Model Tests of Modified Suction Caissons in Marine Sand under Monotonic Lateral Combined Loading. Applied Ocean Research 48: 137–147. doi:10.1016/j.apor.2014.08.005.
   Web of Science ®Google Scholar
• Li, J., and X. (Bill) Yu. 2015. Model and Procedures for Reliable near Term Wind Energy Production Forecast. Wind Engineering 39 (6): 595–607. doi:10.1260/0309-524X.39.6.595.
   Google Scholar
• Li, L., H. Liu, W. Wu, M. Wen, M. H. E. Naggar, and Y. Yang. 2021. Investigation on the Behavior of Hybrid Pile Foundation and Its Surrounding Soil during Cyclic Lateral Loading. Ocean Engineering 240: 110006. doi:10.1016/j.oceaneng.2021.110006.
   Web of Science ®Google Scholar
• Li, L., X. Liu, H. Liu, W. Wu, B. M. Lehane, G. Jiang, and M. Xu. 2022. Experimental and Numerical Study on the Static Lateral Performance of Monopile and Hybrid Pile Foundation. Ocean Engineering 255: 111461. doi:10.1016/j.oceaneng.2022.111461.
   Web of Science ®Google Scholar
• Li, X., and M. Zhang. 2022. Soil-Structure Interaction of a Laterally Loaded Hybrid Foundation for Offshore Wind Turbine. Ocean Engineering 263: 112197. doi:10.1016/j.oceaneng.2022.112197.
   Web of Science ®Google Scholar
• Ma, H., and C. Chen. 2021. Scour Protection Assessment of Monopile Foundation Design for Offshore Wind Turbines. Ocean Engineering 231: 109083. doi:10.1016/j.oceaneng.2021.109083.
   Web of Science ®Google Scholar
• Madhusudan Reddy, K., and R. Ayothiraman. 2015. Experimental Studies on Behavior of Single Pile under Combined Uplift and Lateral Loading. Journal of Geotechnical and Geoenvironmental Engineering 141 (7): 04015030. doi:10.1061/(ASCE)GT.1943-5606.0001314.
   Web of Science ®Google Scholar
• Malhotra, S. 2011. Selection, Design and Construction of Offshore Wind Turbine Foundations. In Wind Turbines, ed. I.H. Al-Bahadly. InTech. doi:10.5772/15461.
   Google Scholar
• Mokwa, R. L., and J. M. Duncan. 2001. Experimental Evaluation of Lateral-Load Resistance of Pile Caps. Journal of Geotechnical and Geoenvironmental Engineering 127 (2): 185–192. doi:10.1061/(ASCE)1090-0241(2001)127:2(185).
   Web of Science ®Google Scholar
• Mu, L., W. Chen, Y. Zhang, X. Chen, and W. Li. 2022. A Framework of Analytical Methods for Horizontal Behaviours of Monopiles under V-H-M Loads in Sand. Marine Georesources & Geotechnology 40 (3): 349–360. doi:10.1080/1064119X.2021.1898064.
   Web of Science ®Google Scholar
• Musial, W., P. Spitsen, P. Beiter, P. Duffy, M. Marquis, A. Cooperman, R. Hammond, and M. Shields. 2021. Offshore Wind Market Report: 2021. Edition 119. doi:10.2172/1818842.
   Google Scholar
• Ren, X., Y. Xu, T. Shen, Y. Wang, and S. Bhattacharya. 2023. Support Condition Monitoring of Monopile-Supported Offshore Wind Turbines in Layered Soil Based on Model Updating. Marine Structures 87: 103342. doi:10.1016/j.marstruc.2022.103342.
   Web of Science ®Google Scholar
• Rollins, K. M., and R. T. Cole. 2006. Cyclic Lateral Load Behavior of a Pile Cap and Backfill. Journal of Geotechnical and Geoenvironmental Engineering 132 (9): 1143–1153. doi:10.1061/(ASCE)1090-0241(2006)132:9(1143).
   Web of Science ®Google Scholar
• Schofield, A. N. 1980. Cambridge Geotechnical Centrifuge Operations. Géotechnique 30 (3): 227–268. doi:10.1680/geot.1980.30.3.227.
   Web of Science ®Google Scholar
• Shi, L., Z. Yuan, Z. Yuan, H. Sun, and Y. Cai. 2022. On Load-Bearing and Soil-Reacting Characteristics of Hybrid Pile-Bucket Foundations Subjected to Static Horizontal Loading. Marine Structures 84: 103222. doi:10.1016/j.marstruc.2022.103222.
   Web of Science ®Google Scholar
• Shi, Y., W. Yao, and M. Jiang. 2023. Dynamic Analysis on Monopile Supported Offshore Wind Turbine under Wave and Wind Load. Structures 47: 520–529. doi:10.1016/j.istruc.2022.11.080.
   Web of Science ®Google Scholar
• Tan, F. S. C. 1990. Centrifuge and Theoretical Modeling of Conical Footings on Sand. PhD diss., University of Cambridge.
   Google Scholar
• Trojnar, K. 2013. Lateral Stiffness of Hybrid Foundations: Field Investigations and 3D FEM Analysis. Géotechnique 63 (5): 355–367. doi:10.1680/geot.9.P.0778.
   Web of Science ®Google Scholar
• Wang, J., G. Sun, G. Chen, and X. Yang. 2021. Finite Element Analyses of Improved Lateral Performance of Monopile When Combined with Bucket Foundation for Offshore Wind Turbines. Applied Ocean Research 111: 102647. doi:10.1016/j.apor.2021.102647.
   Web of Science ®Google Scholar
• Wang, X., and J. Li. 2020. Parametric Study of Hybrid Monopile Foundation for Offshore Wind Turbines in Cohesionless Soil. Ocean Engineering 218: 108172. doi:10.1016/j.oceaneng.2020.108172.
   Web of Science ®Google Scholar
• Wang, X., S. Li, and J. Li. 2022. Lateral Response and Installation Recommendation of Hybrid Monopile Foundation for Offshore Wind Turbines under Combined Loadings. Ocean Engineering 257: 111637. doi:10.1016/j.oceaneng.2022.111637.
   Web of Science ®Google Scholar
• Wang, X., X. Zeng, J. Li, and X. Yang. 2018. Lateral Bearing Capacity of Hybrid Monopile-Friction Wheel Foundation for Offshore Wind Turbines by Centrifuge Modelling. Ocean Engineering 148: 182–192. doi:10.1016/j.oceaneng.2017.11.036.
   Web of Science ®Google Scholar
• Wang, X., X. Zeng, X. Yang, and J. Li. 2019. Seismic Response of Offshore Wind Turbine with Hybrid Monopile Foundation Based on Centrifuge Modelling. Applied Energy 235: 1335–1350. doi:10.1016/j.apenergy.2018.11.057.
   Web of Science ®Google Scholar
• Wang, X., X. Zeng, and J. Li. 2018. Assessment of Bearing Capacity of Axially Loaded Monopiles Based on Centrifuge Tests. Ocean Engineering 167: 357–368. doi:10.1016/j.oceaneng.2018.08.063.
   Web of Science ®Google Scholar
• Wang, Y., X. Zou, and J. Hu. 2021. Bearing Capacity of Single Pile-Friction Wheel Composite Foundation on Sand-Over-Clay Deposit under V-H-M Combined Loadings. Applied Sciences 11 (20): 9446. doi:10.3390/app11209446.
   Google Scholar
• Wu, W., Z. Yang, X. Liu, Y. Zhang, H. Liu, M. H. El Naggar, M. Xu, and G. Mei. 2022. Horizontal Dynamic Response of Pile in Unsaturated Soil considering Its Construction Disturbance Effect. Ocean Engineering 245: 110483. doi:10.1016/j.oceaneng.2021.110483.
   Web of Science ®Google Scholar
• Yang, M., L. G. Tham, and Y. K. Cheung. 1990. Model Tests on the Interaction Action between Tall Buildings and Piled-Raft Foundation. Presented at the Proceedings of 2nd National Structural Engineering Conference. Adelaide, Australia, pp. 66–70.
   Google Scholar
• Yang, X., X. Wang, and X. Zeng. 2017. Numerical Simulation of the Lateral Loading Capacity of a Bucket Foundation. Geotechnical Frontiers 2017: 112–121. doi:10.1061/9780784480465.012.
   Google Scholar
• Yang, X., X. Zeng, H. Yu, and X. Wang. 2018a. Numerical Modelling of Lateral-Moment Bearing Capacity of Friction Wheel Foundation for Offshore Wind Turbine. IFCEE 2018: 232–241. doi:10.1061/9780784481578.024.
   Google Scholar
• Yang, X., X. Zeng, X. Wang, and H. Yu. 2018b. Performance of Monopile-Friction Wheel Foundations under Lateral Loading for Offshore Wind Turbines. Applied Ocean Research 78: 14–24. doi:10.1016/j.apor.2018.06.005.
   Web of Science ®Google Scholar
• Yang, X., X. Zeng, X. Wang, J. Berrila, and X. Li. 2019a. Performance and Bearing Behavior of Monopile-Friction Wheel Foundations under Lateral-Moment Loading for Offshore Wind Turbines. Ocean Engineering 184: 159–172. doi:10.1016/j.oceaneng.2019.05.043.
   Web of Science ®Google Scholar
• Yang, X., X. Zeng, X. Wang, and X. Li. 2019b. Assessment of Monopile-Gravel Wheel Foundations under Lateral-Moment Loading for Offshore Wind Turbines. Journal of Waterway, Port, Coastal, and Ocean Engineering 145 (1): 04018034. doi:10.1061/(ASCE)WW.1943-5460.0000493.
   Web of Science ®Google Scholar
• Yang, Z., W. Wu, H. Liu, Y. Zhang, and R. Liang. 2022a. Flexible Support of a Pile Embedded in Unsaturated Soil under Rayleigh Waves. Earthquake Engineering & Structural Dynamics 52 (1): eqe.3758–247. doi:10.1002/eqe.3758.
   Web of Science ®Google Scholar
• Yang, Z., Y. Zhang, M. Wen, W. Wu, and H. Liu. 2022b. Dynamic Response of Pile Embedded in Unsaturated Soil under SH Waves considering Effect of Superstructure. Journal of Sound and Vibration 541: 117278. doi:10.1016/j.jsv.2022.117278.
   Web of Science ®Google Scholar
• Zou, X., C. Zhou, X. Cao, and Y. Wang. 2021. Experimental Studies on the Behaviour of Single Pile under Combined Vertical-Torsional Loads in Layered Soil. Applied Ocean Research 106: 102457. doi:10.1016/j.apor.2020.102457.
   Web of Science ®Google Scholar
• Zou, X., Y. Wang, M. Zhou, and X. Zhang. 2022. Simulation of Monopile-Wheel Hybrid Foundations under Eccentric Lateral Load in Sand-over-Clay. Geomechanics and Engineering 28: 585–598. doi:10.12989/GAE.2022.28.6.585.
   Web of Science ®Google Scholar
• Zou, X., Z. Yang, and W. Wu. 2023. Horizontal Dynamic Response of Partially Embedded Single Pile in Unsaturated Soil under Combined Loads. Soil Dynamics and Earthquake Engineering 165: 107672. doi:10.1016/j.soildyn.2022.107672.
   Web of Science ®Google Scholar