
1. 中国能源建设集团广东省电力设计研究院有限公司,广东,广州,510663
2. 中国海洋大学 环境科学与工程学院,山东,青岛,266100
[ "庄杰敏,1993-,男,工程师,硕士,主要从事海上风电风机基础结构与施工技术研究工作(e-mail)zhuangjiemin@gedi.com.cn" ]
[ "王洪庆,(e-mail) wanghongqing@gedi.com.cn" ]
[ "付登锋,1982-,男,教授,博士,主要从事海洋资源开发领域的海洋土特性、海底基础稳定性评估及海洋土改良等方面的理论创新与技术研发工作(e-mail)dengfeng.fu@ouc.edu.cn" ]
[ "郑荣坤,1992-,男,工程师,硕士,主要从事海洋工程结构设计研究工作(e-mail)zhengrongkun@gedi.com.cn" ]
[ "陈珂,1985-,男,高级工程师,硕士,主要从事海洋工程与水工结构的设计与研究工作(e-mail)chenke@gedi.com.cn" ]
[ "徐璐,1991-,女,工程师,硕士,主要从事海上风电基础结构设计工作(e-mail)xulu@gedi.com.cn" ]
纸质出版:2025
移动端阅览
庄杰敏, 王洪庆, 付登锋, 等. 可移动自升式桩靴基础平台研究进展[J]. 南方能源建设, 2025, 12(5): 143-154.
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庄杰敏, 王洪庆, 付登锋, 等. 可移动自升式桩靴基础平台研究进展[J]. 南方能源建设, 2025, 12(5): 143-154. DOI: 10.16516/j.ceec.2024-343.
. DOI: 10.16516/j.ceec.2024-343.
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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.
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 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.
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.
DEAN E T R. Offshore geotechnical engineering: principles and practice [M]. London: Thomas Telford Ltd, 2010.
LI S Z, LI Y, LU X B. Discussion of methods evaluating the effects of the jack-up spudcan penetration on the adjacent platform pile [J]. Marine science bulletin, 2017, 36(3): 293-301. DOI: 10.11840/j.issn.1001-6392.2017.03.007.
李书兆, 李亚, 鲁晓兵. 自升式钻井船插桩对邻近平台桩基影响的评价方法探讨 [J]. 海洋通报, 2017, 36(3): 293-301. DOI: 10.11840/j.issn.1001-6392.2017.03.007.
MENZIES D, ROPER R. Comparison of jackup rig spudcan penetration methods in clay [C]// Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May 5-8, 2008. Houston: OTC, 2008. DOI: 10.4043/19545-MS.
HOULSBY G T, MARTIN C M. Undrained bearing capacity factors for conical footings on clay [J]. Géotechnique, 2003, 53(5): 513-520. DOI: 10.1680/geot.2003.53.5.513.
International Organization for Standardization. Petroleum and natural gas industries: site-specific assessment of mobile offshore units (Part 1: Jack-ups): ISO 19905-1: 2012 [S]. 2012.
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).
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, USA, May 4-7, 2009. Houston: OTC, 2009. DOI: 10.4043/19907-MS.
HOSSAIN M S, HU Y, RANDOLPH M F, et al. Limiting cavity depth for spudcan foundations penetrating clay [J]. Géotechnique, 2005, 55(9): 679-690. DOI: 10.1680/geot.2005.55.9.679.
HOSSAIN M S, RANDOLPH M F, HU Y, et al. Cavity stability and bearing capacity of spudcan foundations on clay [C]// Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May 1-4, 2006. Houston: OTC, 2006. DOI: 10.4043/17770-MS.
WANG D S. Research on the piercing risk of large-size rectangular pile boots penetrating into clay and its engineering application [D]. Beijing: China University of Petroleum (Beijing), 2023. DOI: 10.27643/d.cnki.gsybu.2023.001388.
王冬石. 大尺寸矩形桩靴在黏土中贯入的穿刺风险及工程应用研究 [D]. 北京: 中国石油大学(北京), 2023. DOI: 10.27643/d.cnki.gsybu.2023.001388.
SHEN X P, LI S Z, LI W, et al. Numerical simulation method for dynamic process of spudcan penetration [J]. Chinese journal of geotechnical engineering, 2023, 45(Suppl.2): 208-213. DOI: 10.11779/CJGE2023S20029.
沈晓鹏, 李书兆, 李伟, 等. 桩靴插桩动力过程的数值模拟方法研究 [J]. 岩土工程学报, 2023, 45(增刊2): 208-213. DOI: 10.11779/CJGE2023S20029.
ZHANG P Y, YU X Y, DING H Y. Spudcan bearing capacity calculation of the offshore jack-up drilling platform during the preloading process [J]. Petroleum exploration and development, 2011, 38(5): 613-619. DOI: 10.1016/S1876-3804(11)60060-8.
张浦阳, 于晓洋, 丁红岩. 海上自升式钻井平台插桩阶段桩靴承载力计算 [J]. 石油勘探与开发, 2011, 38(5): 613-619. DOI: 10.1016/S1876-3804(11)60060-8.
ZHANG Y H, WANG D, CASSIDY M J, et al. Effect of installation on the bearing capacity of a spudcan under combined loading in soft clay [J]. Journal of geotechnical and geoenvironmental engineering, 2014, 140(7): 04014029. DOI: 10.1061/(ASCE)GT.1943-5606.0001126.
QIU G, HENKE S, GRABE J. Application of a Coupled Eulerian-Lagrangian approach on geomechanical problems involving large deformations [J]. Computers and geotechnics, 2011, 38(1): 30-39. DOI: 10.1016/j.compgeo.2010.09.002.
THO K K, LEUNG C F, CHOW Y K, et al. Eulerian finite-element technique for analysis of jack-up spudcan penetration [J]. International journal of geomechanics, 2012, 12(1): 64-73. DOI: 10.1061/(ASCE)GM.1943-5622.0000111.
ZHENG J, HOSSAIN M S, WANG D. Prediction of spudcan penetration resistance profile in stiff-over-soft clays [J]. Canadian geotechnical journal, 2016, 53(12): 1978-1990. DOI: 10.1139/cgj-2015-0339.
ZHENG J B, HOSSAIN M S, WANG D. Estimating spudcan penetration resistance in stiff-soft-stiff clay [J]. Journal of geotechnical and geoenvironmental engineering, 2018, 144(3): 04018001. DOI: 10.1061/(ASCE)GT.1943-5606.0001820.
QIU G, GRABE J. Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay [J]. Canadian geotechnical journal, 2012, 49(12): 1393-1407. DOI: 10.1139/t2012-085.
JIAO Y Q, HE L L, LIANG Y, et al. Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and soil mechanics, 2022, 43(5): 1374-1382. DOI: 10.16285/j.rsm.2021.1420.
焦钰祺, 贺林林, 梁越, 等. 考虑结构性黏土应变软化效应的桩靴竖向承载特性研究 [J]. 岩土力学, 2022, 43(5): 1374-1382. DOI: 10.16285/j.rsm.2021.1420.
DAI X R, WANG J H, FAN Y F. Issues of numerical simulation of the spudcan penetration based on CEL method [J]. Rock and soil mechanics, 2018, 39(6): 2278-2286. DOI: 10.16285/j.rsm.2016.2142.
戴笑如, 王建华, 范怡飞. 钻井船插桩CEL数值模拟中的若干问题分析 [J]. 岩土力学, 2018, 39(6): 2278-2286. DOI: 10.16285/j.rsm.2016.2142.
FAN Q L, SU Y R, ZHANG B L. Analyses of penetration resistance and mechanism of spudcan foundations in double-layered soil [J]. Journal of basic science and engineering, 2020, 28(2): 452-459. DOI: 10.16058/j.issn.1005-0930.2020.02.018.
范庆来, 苏煜茹, 张炳磊. 双层地基中纺锤形桩靴基础贯入阻力及机理分析 [J]. 应用基础与工程科学学报, 2020, 28(2): 452-459. DOI: 10.16058/j.issn.1005-0930.2020.02.018.
ZHANG Q Y, LI X W. Upper limit analysis of spudcan peak resistance of offshore platform on clay foundation [J]. The ocean engineering, 2023, 41(1): 29-38. DOI: 10.16483/j.issn.1005-9865.2023.01.004.
张其一, 李晓武. 黏土地基上海洋平台桩靴峰值阻力上限分析 [J]. 海洋工程, 2023, 41(1): 29-38. DOI: 10.16483/j.issn.1005-9865.2023.01.004.
KONG Q P, LIU Y, ZHENG J B, et al. Prediction of peak resistance for a new type of spudcan through sand overlying clay [J]. The ocean engineering, 2023, 41(1): 20-28. DOI: 10.16483/j.issn.1005-9865.2023.01.003.
孔秋平, 刘炎, 郑敬宾, 等. 新型平台桩靴在“砂-黏”地层中穿刺的数值模拟研究 [J]. 海洋工程, 2023, 41(1): 20-28. DOI: 10.16483/j.issn.1005-9865.2023.01.003.
PAN Z H, LIU B, LIU D H. Research on the penetration of spudcan foundation for mobile jack-up platform [J]. Southern energy construction, 2023, 10(1): 48-56. DOI: 10.16516/j.gedi.issn2095-8676.2023.01.006.
潘泽华, 刘博, 刘东华. 可移动自升式平台的桩靴沉放安装研究 [J]. 南方能源建设, 2023, 10(1): 48-56. DOI: 10.16516/j.gedi.issn2095-8676.2023.01.006.
CASSIDY M J, BYRNE B W, RANDOLPH M F. A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay [J]. Géotechnique, 2004, 54(2): 91-106. DOI: 10.1680/geot.2004.54.2.91.
EINAV I, RANDOLPH M F. Combining upper bound and strain path methods for evaluating penetration resistance [J]. International journal for numerical methods in engineering, 2005, 63(14): 1991-2016. DOI: 10.1002/nme.1350.
FAN Q L, LUAN M T. Failure envelopes of bucket foundation for offshore wind turbines in V-H-T loading space [J]. China civil engineering journal, 2010, 43(4): 113-118. DOI: 10.15951/j.tmgcxb.2010.04.016.
范庆来, 栾茂田. V-H-T荷载空间内海上风机桶形基础破坏包络面特性分析 [J]. 土木工程学报, 2010, 43(4): 113-118. DOI: 10.15951/j.tmgcxb.2010.04.016.
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.
ZHANG Y H, BIENEN B, CASSIDY M J. Development of a combined VHM loading apparatus for a geotechnical drum centrifuge [J]. International journal of physical modelling in geotechnics, 2013, 13(1): 13-30. DOI: 10.1680/ijpmg.12.00007.
TEMPLETON III J S. Jackup foundation performance in clay [C]// Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May 1-4, 2006. Houston: OTC, 2006. DOI: 10.4043/18367-MS.
MARTIN C M, HOULSBY G T. Combined loading of spudcan foundations on clay: laboratory tests [J]. Géotechnique, 2000, 50(4): 325-338. DOI: 10.1680/geot.2000.50.4.325.
VULPE C, BIENEN B, GAUDIN C. Predicting the undrained capacity of skirted spudcans under combined loading [J]. Ocean engineering, 2013, 74: 178-188. DOI: 10.1016/j.oceaneng.2013.06.027.
CHENG N, CASSIDY M J. Combined loading capacity of spudcan footings on loose sand [J]. International journal of physical modelling in geotechnics, 2016, 16(1): 31-44. DOI: 10.1680/jphmg.15.00016.
HU P, BIENEN B, CASSIDY M J. Combined loading capacity of a spudcan in clay after penetrating through a sand layer [J]. Géotechnique letters, 2017, 7(1): 97-103. DOI: 10.1680/jgele.16.00163.
ZHANG P Y, DING H Y. Bearing capacity of bucket spudcan foundation for offshore jack-up drilling platform [J]. Petroleum exploration and development, 2011, 38(2): 237-242. DOI: 10.1016/S1876-3804(11)60029-3.
张浦阳, 丁红岩. 海上自升式钻井平台新型筒型桩靴承载力 [J]. 石油勘探与开发, 2011, 38(2): 237-242. DOI: 10.1016/S1876-3804(11)60029-3.
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.
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.
MA S Q. Studies on ultimate bearing capacity of skirted spudcan foundations in clay for offshore platforms [D]. Yantai: Ludong University, 2023. DOI: 10.27216/d.cnki.gysfc.2023.000527.
马思琪. 黏土地基中海洋平台裙式桩靴基础极限承载力研究 [D]. 烟台: 鲁东大学, 2023. DOI: 10.27216/d.cnki.gysfc.2023.000527.
WANG Y F, SUN Z Z, HE L L, et al. Analysis method on settlement of spudcan of jack-up platform during translational of offshore substation [J]. Ship engineering, 2022, 44(12): 149-156, 165. DOI: 10.13788/j.cnki.cbgc.2022.12.24.
王永发, 孙震洲, 贺林林, 等. 海上升压站平移过程中自升式工作船桩靴沉降分析方法 [J]. 船舶工程, 2022, 44(12): 149-156, 165. DOI: 10.13788/j.cnki.cbgc.2022.12.24.
China Classification Society. Rules for the classification of offshore mobile platforms [R]. Beijing: China Communications Press, 2016.
中国船级社. 海上移动平台入级规范 [R]. 北京: 人民交通出版社, 2016.
LIN Y, HU A K, SUN J. Study on the aerodynamic interference of wind loads on jack-up platforms [J]. Naval architecture and ocean engineering, 2013, 29(2): 5-10. DOI: 10.3969/j.issn.2095-4069.2013.02.002.
林一, 胡安康, 孙建. 自升式平台风载荷的空气动力学干扰研究 [J]. 船舶与海洋工程, 2013, 29(2): 5-10. DOI: 10.3969/j.issn.2095-4069.2013.02.002.
FAN J. Strength analysis of overall ship FEM model based on design wave approach [D]. Wuhan: Huazhong University of Science and Technology, 2011. DOI: 10.7666/d.d187649.
樊佳. 基于设计波法的舰船整船有限元强度分析 [D]. 武汉: 华中科技大学, 2011. DOI: 10.7666/d.d187649.
XU X M. Static and dynamic response analysis research of a deepwater jack-up drilling platform [D]. Ningbo: Ningbo University, 2017.
徐显明. 深海自升式钻井平台静态与动态响应分析研究 [D]. 宁波: 宁波大学, 2017.
SUN D C, PAN B. Design and research of marine jack-up mobile platform [M]. Shanghai: Shanghai Jiao Tong University Press, 2008.
孙东昌, 潘斌. 海洋自升式移动平台设计与研究 [M]. 上海: 上海交通大学出版社, 2008.
LI Y P, YI J T, LEE F H, et al. Effects of the lattice leg on cavities and bearing capacity of deeply embedded spudcans in clay [J]. Géotechnique, 2017, 67(1): 1-17. DOI: 10.1680/jgeot.15.P.014.
QIU Z Z. Study on long-term settlement and stiffness development of spudcan foundationunder consolidation [D]. Chongqing: Chongqing University, 2020. DOI: 10.27670/d.cnki.gcqdu.2020.001056.
邱子瞻. 固结作用下桩靴基础长期沉降与刚度发展规律研究 [D]. 重庆: 重庆大学, 2020. DOI: 10.27670/d.cnki.gcqdu.2020.001056.
VLAHOS G, MARTIN C M, PRIOR M S, et al. Development of a model jack-up unit for the study of soil-structure interaction on clay [J]. International journal of physical modelling in geotechnics, 2005, 5(2): 31-48. DOI: 10.1680/ijpmg.2005.050203.
WONA P C, CHAO J C, MURFF J D, et al. Jackup rig foundation modeling II [C]// Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May 3-6, 1993. Houston: OTC, 1993. DOI: 10.4043/7303-MS.
DEAN E T R, JAMES R G, SCHOFIELD A N, et al. Drum centrifuge study of three-leg jackup models on clay [J]. Géotechnique, 1998, 48(6): 761-785. DOI: 10.1680/geot.1998.48.6.761.
ZHANG Y H, CASSIDY M J, BIENEN B. Elastic stiffness coefficients for an embedded spudcan in clay [J]. Computers and geotechnics, 2012, 42: 89-97. DOI: 10.1016/j.compgeo.2011.12.011.
HAMBLY E C, IMM G R, STAHL B. Jackup performance and foundation fixity under developing storm conditions [C]// Anon. Proceedings of the Offshore Technology Conference, Houston, Texas, USA, May 7-10, 1990. Houston: OTC, 1990. DOI: 10.4043/6466-MS.
HAMBLY E C, NICHOLSON B A. Jackup dynamic stability under extreme storm conditions [C]// Anon. Proceeding of the Offshore Technology Conference, Houston, Texas, USA, May 6-9, 1991. Houston: OTC, 1991. DOI: 10.4043/6590-MS.
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