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 Ding Hongyan,Jia Nan,Zhang Puyang,et al.Analysis of Penetration Test of Composite Bucket Foundations for Offshore Wind Turbines in Silty Clay[J].Journal of Tianjin University(Science and Technology),2017,50(09):893-899.[doi:10.11784/tdxbz201610015]



[1] 丁红岩, 杜杰. 吸力锚下沉过程中土塞高度计算[J]. 天津大学学报, 2002, 35(4):439-442.
Ding Hongyan, Du Jie. Height of soil-plug calulation in suction anchor[J]. Journal of Tianjin University, 2002, 35(4):439-442(in Chinese).
[2] Zhang Puyang, Ding Hongyan, Le Conghuan. Hydrodynamic motion of a large prestressed concrete bucket foundation for offshore wind turbines[J]. Renew Sustain Energy, 2013, 5(6):063126.
[3] Zhang Puyang, Ding Hongyan, Le Conghuan. Motion analysis on integrated transportation technique for offshore wind turbines[J]. Renew Sustain Energy, 2013, 5(5):053117.
[4] Zhang Puyang, Han Yanqing, Ding Hongyan, et al. Field experiments on wet tows of an integrated transportation and installation vessel with two bucket foundations for offshore wind turbines[J]. Ocean Engineering, 2015, 108:769-777.
[5] Sahota B, Wilson Q. The breakout behavior of a suction anchor embedded in submerged sand[C]//Proceedings of Offshore Technology Conference. Houston, Texas, USA, 1982:117-132.
[6] Senders M, Randolph M F. CPT-based method for the installation of suction caissons in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(1):14-25.
[7] Tran M N, Randolph M F. Variation of suction pressure during caisson installation in sand[J]. Geotechnique, 2008, 58(1):1-11.
[8] Tran M N, Randolph M F, David W A. Study of seepage flow and sand plug loosening in installation of suction caissons in sand[C]//The 15th International Offshore and Polar Engineering Conference. Seoul, Korea, 2005:516-521.
[9] Tran M N. Installation of Suction Caisson in Dense Sand and the Influence of Silt and Cemented Layers[D]. Sydney:Department of Civil Engineering, University of Sydney, 2005.
[10] Lian Jijian, Chen Fei, Wang Haijun. Laboratory tests on soil-skirt interaction and penetration resistance of suction caissons during installation in sand[J]. Ocean Engineering, 2014, 84:1-13.
[11] 朱斌, 孔德琼, 童建国, 等. 粉土中吸力式桶形基础沉贯及抗拔特性试验研究[J]. 岩土工程学报, 2011, 33(7):1045-1053.
Zhu Bin, Kong Deqiong, Tong Jianguo, et al. Model tests on penetration and pullout of suction caissons in silt [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7):1045-1053(in Chinese).
[12] Houlsby G T, Byrne B W. Design procedures for installation of suction caisson in clay and other materials[J]. Geotechnical Engineering, 2005, 158(2):75-82.
[13] Det Norske Veritas. DNV-RP-E303 Geotechnical Design and Installation of Suction Anchorsin Clay Recommended Practice[S]. Hovik, Norway, 2005.
[14] 水力水电规划设计总院. FD003—2007(试行)风电机组地基基础设计规定[S]. 北京:中国水利水电出版社, 2007.
China Renewable Energy Engineering Institute. FD003—2007(Try-out)Design Regulations on Subgrade and Foundation for Wind Turbine Generator System[S].
Beijing:China Water and Power Press, 2007(in Chinese).
[15] Zhang Puyang, Ding Hongyan, Le Conghuan. Installation and removal records of field trials for two mooring dolphin platforms with three suction caissons[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2013, 139(6):502-517.
[16] Zhang Puyang, Guo Yaohua, Liu Yonggang, et al. Model tests on sinking technique of composite bucket foundations for offshore wind turbines in silty clay[J]. Journal of Renewable and Sustainable Energy, 2015, 7(3):033113.
[17] American Petroleum Institute. API RP 2A Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design[S]. Washington DC:API Publishing Services, 2000.


收稿日期: 2016-10-09; 修回日期: 2016-11-29.
作者简介: 丁红岩(1963—), 男, 博士, 教授, dhy_td@163.com.
通讯作者: 张浦阳, zpy_td@163.com.
基金项目: 国家自然科学基金资助项目(51379142); 天津市自然科学基金资助项目(17JCYBJC22000); 创新方法工作专项资助项目
Supported by the National Natural Science Foundation of China(No.,51379142), the Natural Science Foundation of Tianjin, China(No. 17JCYBJC22000) and the Innovation Method Fund of China(No. 2016IM030100).

更新日期/Last Update: 2017-09-10