海上风电钢管桩水平承载力计算方法研究

毕明君; 刘东华; 王洪庆; 毕明君; 刘东华; 王洪庆

doi:10.16516/j.gedi.issn2095-8676.2018.03.012

[1]

毕明君．海上风机单桩基础选型设计方法 [J]．南方能源建设，2017，4(增刊1): 56-61.

BI M J. Design flow of monopile foundation for offshore wind turbine [J]. Southern Energy Construction, 2017, 4(Supp.1) : 56-61.

[2]

李涛. 近海风机导管架基础水平受荷特性研究 [D]．杭州：浙江大学，2015.

LI T. Study on lateral loading behaviors of jacket foundation for offshore wind turbines [D]. Hangzhou: Zhejiang University，2015.

[3]

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 [J]. 中国海洋大学学报(自然科学版)，2016，46(3): 113-120.

LIU H J, YIN Y J, CHANG J Q. Research on the pile-soil interaction of monopole foundation under horizontal load for offshore wind turbine [J]. Periodical of Ocean University of China(Natural Science Edition), 2016, 46(3): 113-120.

[4]

REESE L C. Analysis of laterally loaded piles in sand [C]// Anon. Offshore Technical Conference, Texas, 1974.[S.l.：s.n.], 1974：95-105.

[5]

INSTITUTE A P. Recommended practice for planning, designing, and constructing fixed offshore platforms [M]. [S.l.]: American Petroleum Institute, 2007.

[6]

YANG Z, JEREMI B. Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic soils [J]. International Journal for Numerical & Analytical Methods in Geomechanics，2002，26(14): 1385-1406.

[7]

ABDEL-RAHMAN K，ACHMUS M. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany [EB]. (2005-08-15). DOI: 10.1201/NOE0415390637.ch38.

[8]

DAN A B, SHIE C F. Three dimensional finite element model of laterally loaded piles [J]. Computers & Geotechnics，1990，10(1): 59-79.

[9]

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 [J]. 岩土力学，2015，36(2): 591-599.

LIU J C, XIONG G, ZHU B, et al. Bearing capacity and deflection behaviors of large diameter monopile foundations in sand seabed [J]. Rock and Soil Mechanics, 2015, 36(2): 591-599.

[10]

徐光明，章为民. 离心模型中的粒径效应和边界效应研究 [J]. 岩土工程学报，1996，18(3): 80-86.

XV G M, ZHANG W M. Study on particle size effect and boundary effect in centrifugal model [J]. Chinese Journal of Geotechnical Engineering, 1996, 18(3): 80-86.

[11]

PEDRAM B. Effects of pile shape in improving the performance of monopiles embedd [J]. Canadian Geotechnical Journal，2015，52(8): 150115143644007.

[12]

孙益振，邵龙潭，范志强，等. 非黏性土泊松比试验研究 [J]. 岩土力学，2009，30(增刊1): 63-68.

SUN Y Z, SHAO L T, FAN Z Q. Experimental research on Poisson's ratio of sandy soil [J]. Rock and Soil Mechanics, 2009, 30(Supp.1): 63-68.

[13]

VERMEER P A. Non-associated plasticity for soils, concrete and rock [M]. Berlin: Springer Netherlands, 1998：163-196.

[14]

栾茂田，崔春义，杨庆. 考虑流变与固结效应的桩筏基础-地基共同作用分析 [J]. 岩土力学，2008，29(2): 289-295.

LUAN M T, CUI C Y, YANG Q. Analysis of interaction of piled raft and foundation considering both effects of soil rheology and foundation consolidation [J]. Rock and Soil Mechanics, 2008, 29(2): 289-295.

[15]

RANDOLPH M F, HOULSBY G T. The limiting pressure on a circular pile loaded laterally in cohesive soil [J]. Géotechnique，1984，34(3): 457.

[16]

MURFFJ D, HAMILTONJ M．P-ultimate for undrained analysis of laterally loaded piles [J]. Journal of Geotechnical Engineering，1993，119(1): 91-107.

[17]

JEANJEAN P. Re-assessment of p-y curves for soft clays from centrifuge testing and finite element modeling [C]//Anon. 2009 Offshore Technology Conference, 4-7 May, 2009, Houston, Texas. Houston: Offshore Technology Conference, 2009: 1-23.

[1]	毕明君．海上风机单桩基础选型设计方法 [J]．南方能源建设，2017，4(增刊1): 56-61. BI M J. Design flow of monopile foundation for offshore wind turbine [J]. Southern Energy Construction, 2017, 4(Supp.1) : 56-61.
[2]	李涛. 近海风机导管架基础水平受荷特性研究 [D]．杭州：浙江大学，2015. LI T. Study on lateral loading behaviors of jacket foundation for offshore wind turbines [D]. Hangzhou: Zhejiang University，2015.
[3]	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 [J]. 中国海洋大学学报(自然科学版)，2016，46(3): 113-120. LIU H J, YIN Y J, CHANG J Q. Research on the pile-soil interaction of monopole foundation under horizontal load for offshore wind turbine [J]. Periodical of Ocean University of China(Natural Science Edition), 2016, 46(3): 113-120.
[4]	REESE L C. Analysis of laterally loaded piles in sand [C]// Anon. Offshore Technical Conference, Texas, 1974.[S.l.：s.n.], 1974：95-105.
[5]	INSTITUTE A P. Recommended practice for planning, designing, and constructing fixed offshore platforms [M]. [S.l.]: American Petroleum Institute, 2007.
[6]	YANG Z, JEREMI B. Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic soils [J]. International Journal for Numerical & Analytical Methods in Geomechanics，2002，26(14): 1385-1406.
[7]	ABDEL-RAHMAN K，ACHMUS M. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany [EB]. (2005-08-15). DOI: 10.1201/NOE0415390637.ch38.
[8]	DAN A B, SHIE C F. Three dimensional finite element model of laterally loaded piles [J]. Computers & Geotechnics，1990，10(1): 59-79.
[9]	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 [J]. 岩土力学，2015，36(2): 591-599. LIU J C, XIONG G, ZHU B, et al. Bearing capacity and deflection behaviors of large diameter monopile foundations in sand seabed [J]. Rock and Soil Mechanics, 2015, 36(2): 591-599.
[10]	徐光明，章为民. 离心模型中的粒径效应和边界效应研究 [J]. 岩土工程学报，1996，18(3): 80-86. XV G M, ZHANG W M. Study on particle size effect and boundary effect in centrifugal model [J]. Chinese Journal of Geotechnical Engineering, 1996, 18(3): 80-86.
[11]	PEDRAM B. Effects of pile shape in improving the performance of monopiles embedd [J]. Canadian Geotechnical Journal，2015，52(8): 150115143644007.
[12]	孙益振，邵龙潭，范志强，等. 非黏性土泊松比试验研究 [J]. 岩土力学，2009，30(增刊1): 63-68. SUN Y Z, SHAO L T, FAN Z Q. Experimental research on Poisson's ratio of sandy soil [J]. Rock and Soil Mechanics, 2009, 30(Supp.1): 63-68.
[13]	VERMEER P A. Non-associated plasticity for soils, concrete and rock [M]. Berlin: Springer Netherlands, 1998：163-196.
[14]	栾茂田，崔春义，杨庆. 考虑流变与固结效应的桩筏基础-地基共同作用分析 [J]. 岩土力学，2008，29(2): 289-295. LUAN M T, CUI C Y, YANG Q. Analysis of interaction of piled raft and foundation considering both effects of soil rheology and foundation consolidation [J]. Rock and Soil Mechanics, 2008, 29(2): 289-295.
[15]	RANDOLPH M F, HOULSBY G T. The limiting pressure on a circular pile loaded laterally in cohesive soil [J]. Géotechnique，1984，34(3): 457.
[16]	MURFFJ D, HAMILTONJ M．P-ultimate for undrained analysis of laterally loaded piles [J]. Journal of Geotechnical Engineering，1993，119(1): 91-107.
[17]	JEANJEAN P. Re-assessment of p-y curves for soft clays from centrifuge testing and finite element modeling [C]//Anon. 2009 Offshore Technology Conference, 4-7 May, 2009, Houston, Texas. Houston: Offshore Technology Conference, 2009: 1-23.