[1] 郭凯, 张秀琦, 曹斌, 等. 海上风力发电可靠性影响因素分析及提升方法 [J]. 内蒙古电力技术, 2022, 40(5): 16-21. DOI:  10.19929/j.cnki.nmgdljs.2022.0075.

GUO K, ZHANG X Q, CAO B, et al. Analysis of factors affecting reliability of offshore wind power and improvement methods [J]. Inner Mongolia electric power, 2022, 40(5): 16-21. DOI:  10.19929/j.cnki.nmgdljs.2022.0075.
[2] 张力, 黄钺, 王洪庆, 等. 海上风电嵌岩桩水平承载力特性数值模拟研究 [J]. 南方能源建设, 2021, 8(3): 34-43. DOI:  10.16516/j.gedi.issn2095-8676.2021.03.005.

ZHANG L, HUANG Y, WANG H Q, et al. Numerical simulation research on the horizontal bearing capacity of rock-socketed piles for offshore wind turbines [J]. Southern energy construction, 2021, 8(3): 34-43. DOI:  10.16516/j.gedi.issn2095-8676.2021.03.005.
[3] 张强, 葛畅, 沈晓雷, 等. 竹根沙海域单桩基础竖向承载力特性数值模拟研究 [J]. 南方能源建设, 2021, 8(3): 44-50. DOI:  10.16516/j.gedi.issn2095-8676.2021.03.006.

ZHANG Q, GE C, SHEN X L, et al. Numerical simulation research on the vertical bearing capacity of the single pile foundation in Zhugensha sea area [J]. Southern energy construction, 2021, 8(3): 44-50. DOI:  10.16516/j.gedi.issn2095-8676.2021.03.006.
[4] 张海亚, 郑晨. 海上风电安装船的发展趋势研究 [J]. 船舶工程, 2016, 38(1): 1-7,30. DOI:  10.13788/j.cnki.cbgc.2016.01.001.

ZHANG H Y, ZHENG C. Developing trend analysis of wind turbine installation vessel [J]. Ship engineering, 2016, 38(1): 1-7,30. DOI:  10.13788/j.cnki.cbgc.2016.01.001.
[5] 黄瑛. 自升式平台插拔桩及二次插桩数值分析 [D]. 大连: 大连理工大学, 2018.

HUANG Y. Numerical study of the penetration and extraction and the reinstallation of spudcans of jack-ups [D]. Dalian: Dalian University of Technology, 2018.
[6] 刘阳. 自升式平台滑移问题及对平台结构影响分析 [D]. 北京: 中国石油大学(北京), 2017.

LIU Y. Jack-up sliding and its influence on platform structure [D]. Beijing: China University of Petroleum (Beijing), 2017.
[7] 刘智慧. 钻孔法减弱自升式平台滑移和穿刺风险的研究 [D]. 上海: 上海海事大学, 2021.

LIU Z H. Investigation on perforation drilling to mitigate on the sliding risk during spudcan installation close to footprints and punch-through potential in sand overlying soft clay [D]. Shanghai: Shanghai Maritime University, 2021.
[8] HOSSAIN M S, RANDOLPH M F. SS: Jack-up rig technology-new mechanism-based design approach for spudcan foundations on stiff-over-soft clay [C]//Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, May 4-7, 2009. Houston: OTC, 2019. DOI:  10.4043/19907-MS.
[9] HOSSAIN M S, RANDOLPH M F. Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay [J]. International journal of geomechanics, 2009, 9(3): 122-132. DOI:  10.1061/(ASCE)1532-3641(2009)9:3(122).
[10] GAUDIN C, CASSIDY M J, BIENEN B, et al. Recent contributions of geotechnical centrifuge modelling to the understanding of jack-up spudcan behaviour [J]. Ocean engineering, 2011, 38(7): 900-914. doi:  10.1016/j.oceaneng.2010.12.001
[11] HU P, WANG D, CASSIDY M J, et al. Predicting the resistance profile of a spudcan penetrating sand overlying clay [J]. Canadian geotechnical journal, 2014, 51(10): 1151-1164. DOI:  10.1139/cgj-2013-0374.
[12] HOSSAIN M S, STAINFORTH R. Perforation drilling for easing spudcan-footprint interaction issues [J]. Ocean engineering, 2016, 113: 308-318. DOI:  10.1016/j.oceaneng.2016.01.002.
[13] 郭东, 王建华, 范怡飞. 桩靴贯入黏土层时邻近桩挤土压力分析 [J]. 岩土工程学报, 2019, 41(11): 2061-2070. DOI:  10.11779/CJGE201911011.

GUO D, WANG J H, FAN Y F. Soil pressures on pile shaft due to spudcan penetration in clay [J]. Chinese journal of geotechnical engineering, 2019, 41(11): 2061-2070. DOI:  10.11779/CJGE201911011.
[14] 范怡飞, 王建华. 考虑桩靴贯入对邻近群桩效应影响的分析方法 [J]. 岩土力学, 2020, 41(7): 2360-2368. DOI:  10.16285/j.rsm.2019.1713.

FAN Y F, WANG J H. Method to analyze the effect of spudcan penetration on an adjacent pile group [J]. Rock and soil mechanics, 2020, 41(7): 2360-2368. DOI:  10.16285/j.rsm.2019.1713.
[15] 姬海波, 王建华, 范怡飞. 桩靴贯入与拔出引起的邻近桩附加及残余荷载分析 [J]. 防灾减灾工程学报, 2020, 40(5): 732-740. DOI:  10.13409/j.cnki.jdpme.2020.05.007.

JI H B, WANG J H, FAN Y F. Analysis of additional and residual loads of an adjacent pile induced by spudcan penetration and extraction [J]. Journal of disaster prevention and mitigation engineering, 2020, 40(5): 732-740. DOI:  10.13409/j.cnki.jdpme.2020.05.007.
[16] ZHANG Y H, BIENEN B, CASSIDY M J, et al. The undrained bearing capacity of a spudcan foundation under combined loading in soft clay [J]. Marine structures, 2011, 24(4): 459-477. DOI:  10.1016/j.marstruc.2011.06.002.
[17] WANG L Z, SHU H, LI L L, et al. Undrained bearing capacity of spudcan under combined loading [J]. China ocean engineering, 2011, 25(1): 15-30. DOI:  10.1007/s13344-011-0002-0.
[18] 陈洋彬, 郑敬宾, 王栋. 弱超固结黏土中桩靴贯入形成孔洞对承载力影响 [J]. 海洋工程, 2021, 39(1): 112-120,170. DOI:  10.16483/j.issn.1005-9865.2021.01.012.

CHEN Y B, ZHENG J B, WANG D. Effect of cavity on the bearing capacity of spudcan foundation in lightly overconsolidated clay [J]. The ocean engineering, 2021, 39(1): 112-120,170. DOI:  10.16483/j.issn.1005-9865.2021.01.012.
[19] MIRZADEH J, KIMIAEI M, CASSIDY M J. Performance of an example jack-up platform under directional random ocean waves [J]. Applied ocean research, 2016, 54: 87-100. DOI:  10.1016/j.apor.2015.10.002.
[20] VILLALOBOS JARA F A. Model testing of foundations for offshore wind turbines [D]. Oxford: University of Oxford, 2006.