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孔德森等:非均质土中海上风电单桩基础动力响应特性 .719· structure interaction of offshore wind turbines.Soil Dyn soil mixed with rubber chips of scrap tires.Ekoloji,2018, Earthquake Eng,2011,31(5-6):805 27(106):1503 [12]Zhu B,Xiong G,Liu J C,et al.Centrifuge modelling of a large- [22]Fei K,Peng J.Detailed Explanation of ABAOUS Geotechnical diameter single pile under lateral loads in sand.Chin J Geotech Engineering Examples.Beijing:The People's Posts and Telecom- Emg,2013,35(10:1807 munications Press,2016 (朱斌,熊根,刘晋超,等.砂土中大直径单桩水平受荷离心模型 (费康,彭劼.ABAQUS岩土工程实例详解.北京:人民邮电出版 试验.岩土工程学报,2013,35(10):1807) 社,2016) [13]Kuo Y S,Achmus M,Abdel-Rahmen K.Minimum embedded [23]Feng L Y,Li D Y.Analysis of influence factors on cyclic bearing length of cyclic horizontally loaded monopoles.Geotech behaviors of skirted suction caissons.Ady Eng Sci,2018,50(6): Geoemviron Eng,2012,138(3):357 156 [14]Achmus M,Kuo Y S,Abdel-Rahman K.et al.Capacity (冯凌云,李大勇.砂土中裙式吸力基础水平循环承载特性的影 degradation method for piles under cyclic axial loads.Compur 响因素分析.工程科学与技术,2018.50(6):156) Geo1 echnics,2020,128:103838 [24]Cao J F,Shi Y P.Answers to Frequently Asked Questions About [15]Kong DS,Deng M X,Xu Y.Study on calculation of pile sliding ABAOUS Finite Element Analysis.Beijing:China Machine Press, interval of large-diameter steel pipe piles on offshore platforms. 2009 Math Problems Eng,2019,2019:3549296 (曹金凤,石亦平.ABAQUS有限元分析常见问题解答.北京:机 [16]Yu S Z,Li S.P-y curve methods of steel pipe pile foundations 械工业出版社,2009) under combined loads.J Hydroelectr Eng,2018,37(1):101 [25]Sun Y X.Experimental and Numerical Studies on a Laterally (余世章,李飒.复合荷载下海上钢管桩基础y曲线法研究.水 Loaded Monopile Foundation of Offshore Wind Turbine 力发电学报,2018,37(1):101) [Dissertation].Hangzhou:Zhejiang University,2016 [17]Liu J C,Xiong G,Zhu B,et al.Bearing capacity and deflection (孙永鑫.近海风机超大直径单桩水平承载特性试验与数值分 behaviors of large diameter monopile foundations in sand seabed. 析学位论文】.杭州:浙江大学,2016) Rock Soil Mech,2015,36(2):591 [26]Kong D S,Bai Y F,Chen Y P,et al.A study on the seismic (刘晋超,熊根,朱斌,等.砂土海床中大直径单桩水平承载与变 response characteristics of an oblique pile group-soil-structure with 形特性.岩土力学,2015,36(2):591) different pile caps.Shock Vib,2019,2019:8141045 [1]Liu H J,Yin YJ,Chang JQ.Research on the pile-soil interaction [27]Chen X K.Study on Soil Plug Effect of Super-Large Diameter of monopile foundation under horizontal load for offshore wind Steel Pipe Pile Foundation of Offshore Wind Turbine turbine.Periodic Ocean Univ China,2016,46(3):113 [Dissertation].Nanjing:Southeast University,2017 (刘红军,尹燕京,常季青.水平荷载下海上风机单桩基础桩土 (陈新奎.海上风电超大直径钢管桩基础土塞效应研究学位论 相互作用研究.中国海洋大学学报(自然科学版),2016,46(3): 文1.南京:东南大学,2017) 113) [28]Song B,Zhao W N,Shuang M.Analysis of the influence of scour [19]Kong D S,Deng M X,Zhao Z M.Seismic interaction depth on the dynamic response of offshore wind turbine towers characteristics of an inclined straight altemating pile group-soil in under earthquake action.Chin J Eng,2019,41(10):1351 liquefied ground.Adv Civi/Eng,2019,2019:3758286 (宋波,赵伟娜,双妙.冲刷深度对海上风电塔地震动力响应的 [20]Kong W X,Rui Y Q,Dong B D.Determination of dilatancy angle 影响分析.工程科学学报,2019,41(10):1351) for geomaterials under non-associated flow rule.Rock Soil Mech, [29]Yan T J,Zhang L W,Cui R.Numerical simulation of the 2009,30(11):3278 separation efficiency in offshore oil field downhole oil-water (孔位学,芮勇勤,董宝弟.岩土材料在非关联流动法则下剪胀 separation (DOWS).J Beijing Univ Chem Technol Nat Sci,2012, 角选取探讨.岩土力学,2009,30(11):3278) 05:108 [21]Kong DS,Deng M X,Liu Y,et al.The environmental study on (颜廷俊,张丽稳,崔日.海上油田井下油水分离装置分离效率 consolidated undrained triaxial compression tests on lightweight 的数值模拟.北京化工大学学报(自然科学版),2012,05:108)structure  interaction  of  offshore  wind  turbines. Soil Dyn Earthquake Eng, 2011, 31(5-6): 805 Zhu B, Xiong G, Liu J C, et al. Centrifuge modelling of a large￾diameter  single  pile  under  lateral  loads  in  sand. Chin J Geotech Eng, 2013, 35(10): 1807 (朱斌, 熊根, 刘晋超, 等. 砂土中大直径单桩水平受荷离心模型 试验. 岩土工程学报, 2013, 35(10):1807) [12] Kuo  Y  S,  Achmus  M,  Abdel-Rahmen  K.  Minimum  embedded length  of  cyclic  horizontally  loaded  monopoles. J Geotech Geoenviron Eng, 2012, 138(3): 357 [13] Achmus  M,  Kuo  Y  S,  Abdel-Rahman  K,  et  al.  Capacity degradation  method  for  piles  under  cyclic  axial  loads. Comput Geotechnics, 2020, 128: 103838 [14] Kong D S, Deng M X, Xu Y. Study on calculation of pile sliding interval  of  large-diameter  steel  pipe  piles  on  offshore  platforms. Math Problems Eng, 2019, 2019: 3549296 [15] Yu  S  Z,  Li  S. P-y curve  methods  of  steel  pipe  pile  foundations under combined loads. J Hydroelectr Eng, 2018, 37(1): 101 (余世章, 李飒. 复合荷载下海上钢管桩基础p-y曲线法研究. 水 力发电学报, 2018, 37(1):101) [16] Liu  J  C,  Xiong  G,  Zhu  B,  et  al.  Bearing  capacity  and  deflection behaviors of large diameter monopile foundations in sand seabed. Rock Soil Mech, 2015, 36(2): 591 (刘晋超, 熊根, 朱斌, 等. 砂土海床中大直径单桩水平承载与变 形特性. 岩土力学, 2015, 36(2):591) [17] Liu H J, Yin Y J, Chang J Q. Research on the pile-soil interaction of  monopile  foundation  under  horizontal  load  for  offshore  wind turbine. Periodic Ocean Univ China, 2016, 46(3): 113 (刘红军, 尹燕京, 常季青. 水平荷载下海上风机单桩基础桩土 相互作用研究. 中国海洋大学学报(自然科学版), 2016, 46(3): 113) [18] Kong  D  S,  Deng  M  X,  Zhao  Z  M.  Seismic  interaction characteristics of an inclined straight alternating pile group-soil in liquefied ground. Adv Civil Eng, 2019, 2019: 3758286 [19] Kong W X, Rui Y Q, Dong B D. Determination of dilatancy angle for geomaterials under non-associated flow rule. Rock Soil Mech, 2009, 30(11): 3278 (孔位学, 芮勇勤, 董宝弟. 岩土材料在非关联流动法则下剪胀 角选取探讨. 岩土力学, 2009, 30(11):3278) [20] Kong D S, Deng M X, Liu Y, et al. The environmental study on consolidated  undrained  triaxial  compression  tests  on  lightweight [21] soil  mixed  with  rubber  chips  of  scrap  tires. Ekoloji,  2018, 27(106): 1503 Fei  K,  Peng  J. Detailed Explanation of ABAQUS Geotechnical Engineering Examples. Beijing: The People’s Posts and Telecom￾munications Press, 2016 ( 费康, 彭劼. ABAQUS岩土工程实例详解. 北京: 人民邮电出版 社, 2016) [22] Feng L Y, Li D Y. Analysis of influence factors on cyclic bearing behaviors  of  skirted  suction  caissons. Adv Eng Sci,  2018,  50(6): 156 (冯凌云, 李大勇. 砂土中裙式吸力基础水平循环承载特性的影 响因素分析. 工程科学与技术, 2018, 50(6):156) [23] Cao J F, Shi Y P. Answers to Frequently Asked Questions About ABAQUS Finite Element Analysis. Beijing: China Machine Press, 2009 ( 曹金凤, 石亦平. ABAQUS有限元分析常见问题解答. 北京: 机 械工业出版社, 2009) [24] Sun  Y  X. Experimental and Numerical Studies on a Laterally Loaded Monopile Foundation of Offshore Wind Turbine [Dissertation]. Hangzhou: Zhejiang University, 2016 ( 孙永鑫. 近海风机超大直径单桩水平承载特性试验与数值分 析[学位论文]. 杭州: 浙江大学, 2016) [25] Kong  D  S,  Bai  Y  F,  Chen  Y  P,  et  al.  A  study  on  the  seismic response characteristics of an oblique pile group-soil-structure with different pile caps. Shock Vib, 2019, 2019: 8141045 [26] Chen  X  K. Study on Soil Plug Effect of Super-Large Diameter Steel Pipe Pile Foundation of Offshore Wind Turbine [Dissertation]. Nanjing: Southeast University, 2017 ( 陈新奎. 海上风电超大直径钢管桩基础土塞效应研究[学位论 文]. 南京: 东南大学, 2017) [27] Song B, Zhao W N, Shuang M. Analysis of the influence of scour depth  on  the  dynamic  response  of  offshore  wind  turbine  towers under earthquake action. Chin J Eng, 2019, 41(10): 1351 (宋波, 赵伟娜, 双妙. 冲刷深度对海上风电塔地震动力响应的 影响分析. 工程科学学报, 2019, 41(10):1351) [28] Yan  T  J,  Zhang  L  W,  Cui  R.  Numerical  simulation  of  the separation  efficiency  in  offshore  oil  field  downhole  oil-water separation (DOWS). J Beijing Univ Chem Technol Nat Sci, 2012, 05: 108 (颜廷俊, 张丽稳, 崔日. 海上油田井下油水分离装置分离效率 的数值模拟. 北京化工大学学报(自然科学版), 2012, 05:108) [29] 孔德森等: 非均质土中海上风电单桩基础动力响应特性 · 719 ·
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