[1] BROWN D A, MORRISON C, REESE L C. Lateral load behaviour of a pile group in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1988, 14(11):1261-1276.
[2] ROLLINS KM, LANE JD GERBER TM. Measured and computed lateral response of a pile group in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(1):103-114.
[3] MCVAY M, BLOOMQUIST D, VANDERLINDE D. Centrifuge modelling of laterally loaded pile groups in sands[J]. Geotechnical Testing Journal, 1994, 17(2):129-137.
[4] MCVAY M, CASPER R, SHANG TI. Lateral response of three-row groups in loose to dense sands at 3D and 5D pile spacing[J]. Journal of Geotechnical Engineering, 1994, 121(5):436-441.
[5] PINCUS H J, MCVAY M, BLOOMQUIST D, et al. Centrifuge modelling of laterally loaded pile groups in sands[J]. Geotechnical Testing Journal, 1994, 17(2):129-137. 图13沿对角线加载时基桩顶部剪力Fig.13 Shear force at top of piles when loading along diagonal direction
[6] 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 Tao. Study on lateral loading behaviors of jacket foundation for offshore turbine[D]. Hangzhou:Zhejiang University, 2015.
[7] REESE L C, COX W R, KOOP F D. Analysis of laterally loaded piles in sand[C]//Offshore Technology in Civil Engineering Hall of Fame Papers from the Early Years. Houston:1974:95-105.
[8] American petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design[S]. API Recommended Practice 2A-WSD (RP2A-WSD), Errata and Supplement 3, Washington, D C:August 2007.
[9] American association of Station of State Highway and transportation officials (AASHTO). LRFD bridge design specifications[S], Washington, D C:2012.
[10] 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[J].岩土工程学报,2013,35(10):1807-1815. ZHU Bin, XIONG Gen, Liu Jin-chao, et al. Centrifuge modelling of a large-diameter single pile under lateral loads in sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10):1807-1815.
[11] 柴红涛.组合荷载作用下桩基承载特性的离心模型试验研究[D].武汉:长江科学院,2012. Chai Hon-gtao. Centrifugal model test of pile resistance behaviors under combined loads[D]. Wuhan:Changjiang River Scientific Research Institute, 2012.
[12] 伍腾峰.基于p乘子方法的群桩横向力学响应分析[D].长沙:湘潭大学,2009. WU Teng-feng. The analysis of the lateral static response of pile groups based on the p-multipliers method[D]. Changsha:Xiangtan University. 2009.
[13] DNV-OS-J101. Design of offshore wind turbine structures[S]:DET NORSKE VERITAS, 2007. |