The experiment on how the ratio of diameter to height D/H influences the bearing capacity of bucket foundation

被引:0
|
作者
Liu, Shuai [1 ]
Liu, Wenbai [1 ]
Yang, Liang [1 ]
机构
[1] Shanghai Maritime Univ, Coll Ocean Sci & Engn, Shanghai, Peoples R China
关键词
bucket foundation; room model experiment; the ratio of diameter to height D/H; bearing capacity;
D O I
10.4028/www.scientific.net/AMM.488-489.629
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Through eight groups of room model experiments based on bucket foundation, P-S curve can be plotted for each group according to the experiments results and be able to get the ultimate strength and ultimate displacement for them. Therefore how the ratio of the ultimate vertical bearing capacity Pui/Pul and the ultimate displacement Sui/Sul changes with the ratio of diameter to height DIH can be analyzed. When the ratio of diameter to height DIH is less than 1.2, the ratio of the ultimate vertical bearing capacity Pui/Pul and the ultimate displacement Sui/Sul changes significantly; and when the ratio of diameter to height D I H is greater than 1.2, the ratio of ultimate vertical bearing capacity Pui/Pul and ultimate displacement Sui/Sul is not affected obviously. When the ratio of diameter to height D/H is 1.2, it reaches the maximum utilization of the materials, and the cost of the project can be effectively reduced. So the paper considers that the ratio of diameter to height D/H = 1.2 can be used as the optimum point of the ratio of diameter to height D/H of the bucket foundation.
引用
收藏
页码:629 / 634
页数:6
相关论文
共 50 条
  • [31] Bearing capacity and technical advantages of composite bucket foundation of offshore wind turbines
    Lian J.
    Sun L.
    Zhang J.
    Wang H.
    Transactions of Tianjin University, 2011, 17 (2) : 132 - 137
  • [32] Bearing Capacity and Technical Advantages of Composite Bucket Foundation of Offshore Wind Turbines
    练继建
    孙立强
    张金凤
    王海军
    Transactions of Tianjin University, 2011, (02) : 132 - 137
  • [33] Research on Bearing Capacity of Secant Piled-Bucket Foundation in Saturated Clay
    Xu, Ying
    Wang, Haijun
    Zhang, Liying
    Deng, Mingji
    Jiang, Hechuan
    Guo, Yaohua
    Yang, Xu
    SUSTAINABILITY, 2022, 14 (18)
  • [34] Numerical analysis of bearing capacity of suction bucket foundation under combined loads
    Wu, Ke
    Luan, Mao-tian
    Fan, Qing-lai
    Wang, Zhi-yun
    ENGINEERING STRUCTURAL INTEGRITY: RESEARCH, DEVELOPMENT AND APPLICATION, VOLS 1 AND 2, 2007, : 594 - +
  • [35] Study on the horizontal bearing capacity of bucket foundation on saturated soft clay ground
    Sun, Xi-Yuan
    Tang, Xiao-Wei
    Luan, Mao-Tian
    Electronic Journal of Geotechnical Engineering, 2009, 14 N : 1 - 11
  • [36] Scour effects on bearing capacity of composite bucket foundation for offshore wind turbines
    Zhao, Xing
    Zhang, Puyang
    Lv, Yajun
    Ding, Hongyan
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2020, 38 (02) : 223 - 237
  • [37] Research on bearing capacity and force transfer characteristics of transition structure of bucket foundation
    Ding, Hongyan
    He, Shaohua
    Zhang, Puyang
    Taiyangneng Xuebao/Acta Energiae Solaris Sinica, 2019, 40 (04): : 1163 - 1170
  • [38] Experimental and numerical studies on lateral bearing capacity of bucket foundation in saturated sand
    Liu, Meimei
    Lian, Jijian
    Yang, Min
    OCEAN ENGINEERING, 2017, 144 : 14 - 20
  • [39] Research on Influences of Bucket Clearance and Soil Plug on Bearing Capacities of Offshore Wind Multi-Bucket Jacket Foundation
    Lian J.
    Li X.
    Guo Y.
    Wang H.
    Du Y.
    Hao H.
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2023, 56 (12): : 1244 - 1254
  • [40] Sensitivity Analysis of Factors Affecting the Bearing Capacity of Suction Bucket Foundation in Soft Clay
    Wang, Bin
    Yuan, Ming-Hui
    Li, Liang
    Yuan, Chang-Feng
    Li, Ying
    Shen, Kan-Min
    SUSTAINABILITY, 2022, 14 (15)