Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading

References

• Aubeny, C, and J. Murff. 2005. Simplified Limit Solutions for the Capacity of Suction Anchors under Undrained Conditions. Ocean Engineering 32 (7): 864–877. doi:10.1016/j.oceaneng.2004.10.006.
   Web of Science ®Google Scholar
• Bienen, B., C. Gaudin, M. J. Cassidy, L. Rausch, O. A. Purwana, and H. Krisdani. 2012. Numerical Modeling of a Hybrid Skirted Foundation under Combined Loading. Computers and Geotechnics 45: 127–139. doi:10.1016/j.compgeo.2012.05.009.
   Web of Science ®Google Scholar
• Bienen, B., C. Gaudin, and M. J. Cassidy. 2012. Numerical Modeling of Undrained Capacity of Hybrid Skirted Foundation under Combined Loading. International Journal of Offshore and Polar Engineering 22 (3): 1–7. doi:10.1016/j.oceaneng.2013.06.027.
   Google Scholar
• El-Sherbiny, R. M. 2005. Performance of Suction Caisson Anchors in Normally Consolidated Clay. Austin, TX: University of Texas at Austin.
   Google Scholar
• Fu, D., C. Gaudin, Y. Tian, M. J. Cassidy, and B. Bienen. 2017. Uniaxial Capacities of Skirted Circular Foundations in Clay. Journal of Geotechnical and Geoenvironmental Engineering 143 (7): 04017022. doi:10.1061/(ASCE)GT.1943-5606.0001685.
   Web of Science ®Google Scholar
• Hung, L. C, and S. R. Kim. 2012. Evaluation of Vertical and Horizontal Bearing Capacities of Bucket Foundations in Clay. Ocean Engineering 52: 75–82. doi:10.1016/j.oceaneng.2012.06.001.
   Web of Science ®Google Scholar
• Ibseb, L. B, and R. Brincker. 2004. Design of a New Foundation for Offshore Wind Turbines. Society for Experimental Mechanics. Proceedings of the 22nd International Modal Analysis Conference (IMAC). Detroit, MI.
   Google Scholar
• Kelly, R. B., G. T. Houlsby, and B. W. Byrne. 2006. A comparison of field and laboratory tests of caisson foundations in sand and clay. Géotechnique 56 (9): 617–626. doi:10.1680/geot.2006.56.9.617.
   Google Scholar
• Kumar, N. D, and S. N. Rao. 2010. Earth Pressures on Caissons in Marine Clay under Lateral Loads—a Laboratory Study. Applied Ocean Research 32 (1): 58–70. doi:10.1016/j.apor.2010.04.003.
   Web of Science ®Google Scholar
• Li, D. Y., H. Du, Z. J. Sun, X. L. Liu, M. Wang, L. X. Cao, and Y. J. Song. 2010. Offshore skirted suction anchors – a modified type. State Intellectual Property Office of the P.R. China. ZL200920239914.8
   Google Scholar
• Li, D. Y., L. Y. Feng, and Y. K. 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, D. Y., L. Y. Feng, Y. K. Zhang, and Y. X. Guo. 2013. Horizontal Monotonic Loading Model Test of Skirt Suction Caissons in Fine Saturated Sand-Bearing Capacity and Deformation Analysis. Chinese Journal of Geotechnical Engineering 35 (11): 2030–2037. doi:CNKI:SUN:YTGC.0.2013-11-012.
   Google Scholar
• Li, D. Y., Y. X. Guo, Y. F. Gao, and Y. K. Zhang. 2015b. Analysis of Earth Pressure Characteristics of Skirt Suction Caissons in Saturated Fine Sand under Horizontal Monotonic Load. Chinese Journal of Civil Engineering 48 (01): 112–119. doi:10.15951/j.tmgcxb.2015.01.013.
   Google Scholar
• Li, D., S. Ma, Y. Zhang, and F. Chen. 2018. Lateral Bearing Capacity of Modified Suction Caissons Determined by Using the Limit Equilibrium Method. China Ocean Engineering 32 (4): 461–466. doi:10.1007/s13344-018-0048-3.
   Web of Science ®Google Scholar
• Li, D., S. Ma, Y. Zhang, and F. Chen. 2020a. Experimental Studies on Differences of Penetration between Modified Suction Caisson and Regular Suction Caisson in Clay. Ships and Offshore Structures 16 (2): 112–118. doi:10.1080/17445302.2019.1710061.
   Web of Science ®Google Scholar
• Li, D. Y., D. L. Wang, Y. K. Zhang, and Y. F. Gao. 2020b. Model Tests on Penetration and Extraction of Modified Suction Caissons in Clay. Chinese Journal of Geotechnical Engineering 42 (03): 568–575. doi:10.11779/CJGE202003019.
   Google Scholar
• Li, D., Y. Zhang, L. Feng, and Y. Gao. 2015a. Capacity of Modified Suction Caissons in Marine Sand under Static Horizontal Loading. Ocean Engineering 102: 1–16. doi:10.1016/j.oceaneng.2015.04.033.
   Web of Science ®Google Scholar
• Li, D. Y., Y. K. Zhang, Y. F. Gao, and Y. J. Song. 2012. Model Test Study on over- Pressure Installation of Suction Caisson in Medium Coarse Sand. Chinese Journal of Geotechnical Engineering 34 (12): 2277–2238. doi:10.1007/s11783-011-0280-z.
   Google Scholar
• Oh, K. Y., W. Nam, M. S. Ryu, J. Y. Kim, and B. I. Epureanu. 2018. A Review of Foundations of Offshore Wind Energy Converters: Current Status and Future Perspectives. Renewable and Sustainable Energy Reviews 88: 16–36. doi:10.1016/j.rser.2018.02.005.
   Web of Science ®Google Scholar
• Shi, X. C., R. Q. Xu, X. N. Gong, G. X. Chen, and Z. L. Yuan. 1999. Experimental Study on Monotonic Horizontal Bearing Capacity of Bucket Foundation. Chinese Journal of Geotechnical Engineering 21 (6): 723–726. doi:10.3321/j.issn:1000-4548.1999.06.020.
   Google Scholar
• Wang, X. F., X. Yang, and X. W. Zeng. 2017a. Lateral Response of Improved Suction Bucket Foundation for Offshore Wind Turbine in Centrifuge Modelling. Ocean Engineering 141 (2017): 295–307. doi:10.1016/j.oceaneng.2017.06.048.
   Google Scholar
• Wang, X. F., X. Yang, and X. W. Zeng. 2017b. Lateral Capacity Assessment of Offshore Wind Suction Bucket Foundation in Clay via Centrifuge Modelling. Journal of Renewable and Sustainable Energy 9 (3): 033308. doi:10.1016/j.oceaneng.2017.06.048.
   Web of Science ®Google Scholar
• Wu, Y., Q. Yang, D. Li, and Y. Zhang. 2022. Limit Equilibrium Solutions to anti-Overturning Bearing Capacity of Suction Caissons in Uniform and Linearly Increasing Strength Clays. Canadian Geotechnical Journal 59 (2): 304–313. doi:10.1139/cgj-2020-0557.
   Web of Science ®Google Scholar
• Wu, Y. Q., Y. K. Zhang, and D. Y. Li. 2020. Solution to Critical Suction Pressure of Penetrating Suction Caissons into Clay Using Limit Analysis. Applied Ocean Research 101: 102264. doi:10.1016/j.apor.2020.102264.
   Web of Science ®Google Scholar
• Zhang, Y. K. 2017. Study on Penetration Mechanism and Horizontal Bearing Capacity of Modified Suction Caissons in Sand. Nanjing, China: Hehai University.
   Google Scholar
• Zhang, Y., Y. Gao, D. Li, and A. H. Mahfouz. 2016. H-M Bearing Capacity of a Modified Suction Caisson Determined by Using Load-/Displacement-Controlled Methods. China Ocean Engineering 30 (6): 926–941. doi:10.1007/s13344-016-0060-4.
   Web of Science ®Google Scholar
• Zhang, Y. K., D. Y. Li, and Y. Bai. 2022. Experimental Studies on Suction-Assisted Installation of the Modified Suction Caisson in Dense Sand. Applied Ocean Research 124: 103221. doi:10.1016/j.apor.2022.103221.
   Web of Science ®Google Scholar
• Zhang, Y. K., D. Y. Li, and Y. F. Gao. 2016b. Earth Pressures on Modified Suction Caisson in Saturated Sand under Monotonic Lateral Loading. Journal of Renewable Sustainable Energy 8 (5): 325–337. doi:10.1063/1.4966701.
   Web of Science ®Google Scholar
• Zhang, Y. K., D. Y. Li, and Y. F. Gao. 2016c. Model Tests on Installation and Extraction of Suction Caissons in Dense Sand. Marine Georesources & Geotechnology 35 (7): 921–929. doi:10.1080/1064119X.2016.1259698.
   Web of Science ®Google Scholar
• Zhu, B., D. Kong, R. Chen, L. Kong, and Y. Chen. 2011. Installation and Lateral Loading Tests of Suction Caissons in Silt. Canadian Geotechnical Journal 48 (7): 1070–1084. doi:10.1139/t11-021.
   Web of Science ®Google Scholar