参考文献
[1] 林敏博.大直径超长钢管桩的土塞效应研究[D].天津:天津大学,2014.
[2] 邵红杰.海上动力沉桩过程中桩周土体强度弱化效应研究[D].天津:天津大学,2012.
[3] 董伟.海洋采用平台大直径超长桩动力沉桩分析方法研究[D].天津:天津大学,2009.
[4] 赵世明,姜波,徐辉奋,等.中国近海海洋风能资源开发利用现状与前景分析[J].2010,29(4):117-121.
[5] Haiderali A,Madabhushi G.Three-dimensional finite element modelling of monopiles for offshore wind turbines[C]//Proceedings of the world congress on advances in civil,environmental,and materials research,Seoul:ACEM,2012,3277-3295.
[6] 王国粹,王伟,杨敏,等.3.6MW海上风机单桩基础设计与分析[J].岩土工程学报,2011,33(Supp.2):95-100.
[7] 周龙.砂土中海上风电超大直径钢管桩桩土相互作用研究[D].天津:天津大学,2015.
[8] 侯涛,张孝卫,刘洪涛,等.深水导管架长桩的设计方法[J].中国造船,2009,50(A11):12-19.
[9] 朱海荣.海上导管架平台打桩技术初探[C]//2009年度救捞论文集,2009.
[10] 徐梅坤,吕凡昌.外海码头大直径钢管桩打桩施工技术[J].港口科技,2008(11):15-19.
[11] American Petraleum Institute.Recommended practice for planning,designing and constructing fixed offshore platforms(RP 2AWSD)[M].Washington DC:API,2000.
[12] Lehane B M,Randolph M F.Evaluation of a minimum base resistance for driven pipe piles in siliceous sand[J].Journal of geotechnical and geoenvironmental engineering,2002,128(3):198-205.
[13] Kyuho P,Rodrigo S.Determination of Bearing Capacity of Open-Ended Piles in Sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(1):46-57
[14] Paik K,Salgado R,Lee J,et al.Behavior of open-and closed-ended piles driven into sands[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(4):296-306.
[15] Lehane B M,Gavin K G.Base resistance of jacked pipe piles in sand[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(6):473-480
[16] Gavin K G,Lehane B M.The shaft capacity of pipe piles in sand[J].Canadian Geotechnical Journal,2003,40(1):36-45.
[17] Gavin K G,Lehane B M.Estimating the end bearing resistance of pipe piles in sand using the final filling ratio[C]//Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics,Perth:Taylor and Francis Group,2005:717-723.
[18] Jardine R J,Standing J R,Chow F C.Field research into the effects of time on the shaft capacity of piles driven in sand[C]//Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics,Perth:Taylor and Francis Group,2005:705-710.
[19] Aliasger Haiderali,Ulas Cilingir,Gopal Madabhushi.Lateral and Axial Capacity of Monopiles for Offshore Wind Turbines[J].Indian Geotechnical Journal,2013,43(3):181-194.
[20] Holloway D M,Audibert J M E,Dover A R.Recent advances in prediction pile drivability[C]//Offshore Technology Conference,1978.
[21] Kellezi L,Hansen P B.Static and dynamic analysis of an offshore mono pile windmill foundation[C]//Proceedings of the BGA international conference on foundations,innovations,observations,design and practice,Dundee:Thomas Telford Services Ltd,2003:401-410.
[22] Wiemann J,Lesny K,Richwien W.Evaluation of pile diameter effects on soil pile stiffness[C]//Proceedings of the 7th German Wind Energy Conference(DEWEK),Wilhelmshaven,2004.
[23] Lesny K,Wiemann J.Design aspects of monopiles in German offshore wind farms[C]//Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics,Perth:Taylor and Francis Group,2005,383-389.
[24] Lesny K,Wiemann J.Finite element modelling of large diameter monopiles for offshore wind energy converters[J].Geo Congress,Atlanta:ASCE,2006:1-6.
[25]Abdel Rahman K,Achmus M.Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany[C]//Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics,Perth:Taylor and Francis Group,2005,391-396.
[26] Achmus M,Abdel Rahman K,Kuo Y S.Design of monopile foundations for offshore wind energy converters[C]//11th Baltic Sea Geotechnical Conference,Gdansk,2008,463-470
[27] Yun Wook Choo,Dongwook Kim,Jae Hyun Park,et al.Lateral Response of Large Diameter Monopiles for Offshore Wind Turbines from Centrifuge Model Tests[J].Geotechnical Testing Journal,2014,37(1):1-14.
[28] Achmus M,Abdel Rahman K,Peralta P.On the design of monopile foundations with respect to static and quasi static cyclic loading[C]//Proceedings of the Offshore Wind Energy Conference,Copenhagen,2005.
[29]Abdel rahman K,Achmus M.Behaviour of Monopile and Suction Bucket Foundation Systems for Offshore Wind Energy Plants[C]//5th International Engineering Conference,Sharm El Sheikh,2006,317-321.
[30] Hald T,Mrch C,Jensen L,et al.Revisiting monopile design using p y curves.results from full scale measurements on Horns Rev[C]//Proceedings of European Offshore Wind 2009Conference,2009.
[31] Achmus M,Albiker J,Peralta P,et al.Scale effects in the design of large diameter monopoles[C]//European Wind Energy Conference and Exhibition,Brussels:European Wind Energy Association,2011,326-328.
[32] Augustesen A H,Brdbæk K T,Mller M,et al,Numerical modelling of large diameter steel piles at horns rev[C]//12th International Conference on Civil,Structural and Environmental Engineering Computing,Funchal:Civil Comp Press,2009.
[33] Srensen S P H,Brodbaek K T,Moller M,et al.Evaluation of the load displacement relationships for large diameter piles in sand[C]//12th International Conference on Civil,Structural and Environmental Engineering Computing,Funchal:Civil Comp Press,2009.
[34] Srensen S P H,Ibsen L B,Augustesen A H.Effects of diameter on initial stiffness of py curves for large diameter piles in sand[C]//The European Conference on Numerical Methods in Geotechnical Engineering,2010,907-912.
[35] Timoshenko S.,Goodier J M.弹性理论[M].北京:人民教育出版社,1964.
[36] Issacs D V.Reinforced concrete pile formulas[J].Transaction of the Institution of Engineers,Australia,1931,Ⅻ:312-323.
[37] Fox E N.Stress phenomena occurring in pile driving[J].Engineering,1932,134:263-265.
[38] Smith E A L.Pile driving impact[C]//Proceedings,Industrial Computation Seminar,September,1950:44.
[39] Smith E A L.Impact and longitudinal wave transmission[J].Transactions of the American Sociely of civil Engineers,1995,77(6):963-973.
[40] Smith E A L.Pile driving analysis by the wave equation[J].Journal of the Soil Mechanics and Foundations Division,Proceedings of the American Society of Civil Engineers,Aug.1960,86(SM4):35-61.
[41] Forhand P W,Reese J L.Prediction of pile capacity by the wave equation[J].Journal of the Soil Mechanics Division,1964,90(2);1-26.
[42] Davisson M T.Design pile capacity[C]//Conference on Design and Installation of Pile Foundations and Cellular Structures,Lehigh University,April 1970.
[43] Vijayvergiya V N,Focht John A.A new approach to predict capacity of piles in clay.[C]//Fourth Annual offshore Technololgy Conference,Huston.1972,2:865-874.
[44] Bowles J E.Analytical and computer methods in foundation engineering[M].New York,McGraw Hill Companies,1974.
[45] Smith I M,Chow Y K.Three dimensional analysis of pile drivability[C]//Proceedings.Second International conference on Numerical.Methods in Offshore Piling,Austin,Texas.1982:1-19.
[46] Tavenas F A,Audibert J M E.Application of the wave equation analysis to friction piles in sand[J].Canadian Geotechnical Journal,1997,14(1):34-51.
[47] Goble G G,Rausche F,Likins G E Jr.The analysis of pile driving:a state of the art.First International Seminar on the Applications of Stress Wave Theory on Piles.Stockholm,Sweden:Royal Institute of Technology,June,1980,131-162.
[48] Rausche F,Goble G G,Likins Jr G E.Dynamic determination of pile capacity[J].Journal of Geotechnical Engineering,1985,111(3):367-383.
[49] Rausche F,Goble G G,Likins G E.Recent WEAP developments[C]//Proceedings of the Third International Conference on Application of Stress Wave Theory to Piles,Ottawa,Ont.1988,25-27.
[50] Thendean G,Rausche F,Svinkin M,et al.Wave equation correlation studies[C]//Proceedings of the 5th International Conference on the Application of Stress Wave Theory to Piles.1996,144-162.
[51] Chow Y K,Smith I M.A numerical model for the analysis of pile driveability[C]//Proceeding 2nd international conference on the application of stress waves to piles,Sweden.1984,319-25.
[52] 王靖涛.桩基应力波检测理论及工程应用[M].北京:地震出版社.1999.
[53] 唐念慈,刘楚凡,沈慧容.渤海石油平台沉桩能力分析[C]//中国土木工程学会第四届土力学及基础工程学术会议论文选集,1983:404-407.
[54] 梁守信,周永官,周福良.输入实测力波和波动分析法确定单桩承载力[J].建筑结构学报,1982(2):68-73.
[55] 袁建新,朱国甫.桩的大应变法波动分析优化算法程序[J].岩土工程学报,1990,12(6):1-11.
[56] 谢永健,朱合华,王怀忠,等.打桩锤击模型的解析算法[J].岩石力学与工程学报,2005,24(1):171-176.
[57] 江礼茂,寇绍全,陆岳屏.一个以波动理论为基础计算单桩承载力的计算机程序[J].岩土工程学报,1990,12(4):42-48.
[58] 刘勇健,夏继君.一种基于波动理论的打桩系统优化选配[J].广东工业大学学报,2007,24(4):83-88.
[59] 刘永锋.用波动方程法选择桩锤和打桩系统[J].中国港湾建设,2002(3):33-36.
[60] 舒大强.刘刚,熊海华.黏弹性桩打桩过程中的应力波分析[J].岩土力学,2004,25(3):403-406.
[61] 陈波.海洋桩基平台大直径超长桩的可打入性研究[D].天津:天津大学,2002.
[62] 刘润,禚瑞花,闫澍旺,等.动力打桩一维波动方程的改进及其工程应用[J].岩土力学,2004,25(S2):383-387.
[63] 黄建川.海洋平台桩基的打桩分析[D].天津:天津大学,2010.
[64] Gahr M A,Wang,J J,Zhao M.Buckling of piles with general power distribution of lateral subgrade reaction[J].Journal of Geotechnical and Geoenvironmental Engineering,The American Society of Civil Engincers,1997,123(2):123-130.
[65] Gahr M A,Wang J B,Kiger S A.Effect of boundary conditions on buckling of friction piles[J].Journal of Engineering Mechanics,1994,120(6):1392-1400.
[66] Heelis M E,Pavlovic M N,West R P.The analytical prediction of the buckling loads of fully and partially embedded piles[J].Journal of Geotechnique,2004,54(6):363-373.
[67] Kumar Senthil P,Karuppaiah Babu K,Parameswaran P.Buckling Behavior of Partially Embedded Reinforced Concrete Piles in Sand[J].ARPN Journal of Engineering and Applied Sciences,2007,2(4):22-26.
[68] 黄怀州,张孝卫,刘玉玺,等.海洋工程大直径长桩自由入泥深度计算研究[J].石油工程建设,2014,40(1):16-21.
[69] Brandtzaeg A,Harboe E.Buckling tests of slender steel piles in soft,quick clay[C]//Proceedings 4nd International Conference Soil Mechanism Foundation Engineering,London.1957,2:19-23.
[70] American Petroleum Institute.Recommended practice for planning,designing and constructing fixed offshore platforms[S].API Recommended Practice 2ALRFD(RP2ALRFD),1993.
[71] 刘润,禚瑞花,闫澍旺,等.超长桩施工中桩身稳定性的三维非线性有限元分析[J].天津大学学报,2006,39(3):257-263.
[72] 刘润,闫澍旺,毛永华,等.海洋工程中桩身自由站立稳定性影响因素分析[J].海洋工程,2006,24(3):6-13.
[73] 高喜峰,刘润,谭振东,等.基于桩土相互作用的桩体自沉及屈曲稳定性研究[J].中国造船,2012,53(2):113-121.
[74] 陈波,闫澍旺,樊之夏.桩基平台桩的可打入性和自由站立强度分析[J].中国海上油气(工程),2001,13(6):1-5.
[75] 梁守信.应力波理论在桩基工程中应用的基本方法[C]//建筑科学研究所.应力波理论在桩基工程中应用论文集.甘肃:建筑科学研究所,1986:63-72.
[76] 曾祥禄.柴油锤打桩过程模拟方法的研究[D].广州:华南理工大学,2011.
[77] 李廷.基桩高应变锤桩土相互作用机理及其模拟试验研究[D].长沙:中南大学,2010.
[78] 曾庆军,周波.冲击荷载下饱和黏土孔压特性初探[J].岩土力学,2001,22(4):427-431.
[79] 孟庆山,汪稔,刘观仕.冲击荷载下饱和软黏土的孔压和变形特性[J].水利学报,2005,36(4):467-472.
[80] 刘润,董伟,禚瑞花,等.土体疲劳对打桩分析的影响[J].海洋技术,2005,24(4):68-72.
[81] 刘润,闫澍旺.大直径超长桩打桩过程中桩周土体的疲劳与强度恢复[J].岩土力学,2009,30(2):452-456.
[82] Stevens R F,Wiltsie E A,Turton T H.Evaluating pile drivability for hard clay,very dense sand,and rock[C]//14th Offshore Technology Conference(OTC 4205),Houston,Texas,1982:465-481.
[83] 李乐铭,尚玉华.大直径钢管桩垂直承载力的试验研究[C]//交通部三航局科研所科技成果论文集.1990.
[84] 陈波,李家钢.动力沉桩中土塞作用数值分析[J].天津大学学报:自然科学与工程技术版,2001,34(5):636-640.
[85] Heerema E P,De Jong A.An advanced wave equation computer program which simulates dynamic plugging through a coupled mass spring system[C]//In ternational Conference.on Numerical Methods in Offshore Piling,London:[sn]1980:37-42.
[86] Simons H A.A theoretical study of pile driving.[D].London:University of Cambridge,1985.
[87] Randolph M F.Modelling of the soil plug response during pile driving[C]//Proceeding.9th Asian Geotechnical Conference.Bangkok,Thailand.1987:6-1.
[88] Randolph M F,Simons H A.An improved soil model for one dimensional pile driving analysis[M]London:Cambridge University Engineering Department,1985
[89] Vijayvergiya V N.Soil response during pile driving[C]//Reports of the symposium on numerical methods in offshore piling.London:Institute of Civil Engineers,1979:35-40.
[90] Perry M G,Handley M F.Dynamic Arch In Free Flowing Granular Materialdischarging From A Model Hopper[J].Transactions of the Institution of Chemical Engineers and the Chemical Engineer,1967,45(9):T367-&.
[91] Kishida H Isemoto N.Behaviour of sand plugs in open-ended steel pipe iles[C]//Proceedings of 9th International conference on soil mechanism.1977,1:601-604.
[92] Paikowsky S G.A static evaluation of soil plug behavior with application to the pile plugging problem[M].Sc.D.Thesis,M.I.T.1989.
[93] Paikowsky S G.The mechanism of pile plugging in sand[C]//Offshore Technology Conference,1990.
[94] 周健,陈小亮,周凯敏,等.静压开口管桩沉桩过程模型试验及数值模拟[J].岩石力学与工程学报,2010,29(A02):3839-3846.
[95] Paikowsky S G,Whitman R V.The effects of plugging on pile performance and design[J].Canadian Geotechnical Journal,1990,27:429-440.
[96] Murff J D,Raines R D,Randolph M F.Soil plug behavior of piles in sand[C]//Offshore Technology Conference 1990.
[97] Randolph M F,Leong E C,Houlsby G T.One dimensional analysis of soil plugs in pipe piles[J].Geotechnique,1991,41(4):587-598.
[98] 林天健,熊厚金,王利群.桩基础设计指南[M].北京:中国建筑工业出版社,1999.
[99] 宰金璋,朱光裕.开口钢管桩土塞的机理与性状研究[C]//桩基技术新进展学术讨论会论文集.宁波,1991.
[100] 宰金珉,宰金璋.高层建筑基础分析与设计[M].北京:中国建筑工业出版社,1993.
[101] 闫澍旺,张锡治,刘润.海洋石油平台桩基拒锤现象[J].天津大学学报,2007(11)1271-1276.
[102] 李飒,韩志强,杨清侠,等.海洋平台大直径超长桩成桩机理研究[J].工程力学,2010,(8):241-245.
[103] 刘润,董伟,闫澍旺.应用反分析方法确定用于打桩分析的土性参数[J].中国港湾建设,2005(5)10-13.
[104] 邵红杰,刘润,林敏博,等.海上打桩过程中桩周土体强度弱化的数值模拟[J].岩土工程学报,2013,S1:354-359.
[105] 闫澍旺,贾沼霖,李嘉,等.海洋平台长桩溜桩分析及工程实例[A].中国水利学会2014学术年会论文集(下册).中国水利学会,2014,8.
[106] 尹汉军,刘玉玺,张孝卫,等.大直径超长钢桩溜桩长度计算新方法[J].中国海上油气,2014,S1:35-38.