Yield envelope and bearing capacity of the modified suction caisson subjected to inclined loading in sand

被引:0
|
作者
Bai, Yun [1 ]
Li, Dayong [2 ]
机构
[1] Shandong Univ Technol, Sch Civil Engn & Geomatics, Zibo 255000, Peoples R China
[2] China Univ Petr East China, Coll Pipeline & Civil Engn, Qingdao 266580, Peoples R China
关键词
Modified suction caissons (MSCs); Numerical simulations; Inclined bearing capacity; Yield envelopes; Limit equilibrium method; FOUNDATION;
D O I
10.1016/j.oceaneng.2024.118118
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Floating offshore technology becomes a key issue when exploring wind energy in deep or ultra-deep waters. The modified suction caisson (MSC) is an innovative type acting as floating offshore wind turbine foundation. Numerical simulations are carried out in this study to estimate the pull-out capacity of the MSC and to establish the H-V yield envelopes under inclined loading. Results show that when the padeye is located at the outer wall of the external structure, the normalized yield envelopes are basically the same at different padeye positions. For the pull-out load acts on the outer wall of the internal compartment, the yield envelope area gradually decreases inward as the padeye shifts downward. The yield envelopes in the H-V load space can be described by a normalized formula considering different padeye positions. In addition, the formulas of estimating the inclined pull-out bearing capacity by taking the dimensions of the MSC, the loading angle and the padeye embedded depth into account are put forward based on the limit equilibrium method.
引用
收藏
页数:11
相关论文
共 50 条
  • [21] Bearing capacity of skirted suction caissons under vertical loading in sand
    Li, Dayong
    Huang, Ting
    Zhai, Hanbo
    Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 2015, 47 (05): : 10 - 16
  • [22] Evolution of bearing capacity and macroelement modelling for suction caisson foundations in sand considering local scour
    Jin, Zhuang
    Jin, Yin-Fu
    Yin, Zhen-Yu
    Chen, Xiang-Sheng
    COMPUTERS AND GEOTECHNICS, 2025, 179
  • [23] Study on the horizontal bearing capacity of suction caisson foundations
    Liu, Zhenwen
    ASIAN AND PACIFIC COASTS 2007, 2007, : 709 - 712
  • [24] Centrifuge observations on multidirectional loading of a suction caisson in dense sand
    L. Zhao
    M. F. Bransby
    C. Gaudin
    Acta Geotechnica, 2020, 15 : 1439 - 1451
  • [25] Bearing capacity of a side-rounded suction caisson foundation under general loading in clay
    Fu, Dengfeng
    Zhang, Youhu
    Yan, Yue
    COMPUTERS AND GEOTECHNICS, 2020, 123
  • [26] Centrifuge observations on multidirectional loading of a suction caisson in dense sand
    Zhao, L.
    Bransby, M. F.
    Gaudin, C.
    ACTA GEOTECHNICA, 2020, 15 (06) : 1439 - 1451
  • [27] Bearing Capacity of Circular Foundation on Sand of Limited Thickness under Inclined Loading
    Sobhan, Khaled
    Patra, Chittaranjan
    Sethy, B.
    Das, Braja M.
    FOUNDATIONS, SOIL IMPROVEMENT, AND EROSION (GEO-CONGRESS 2020), 2020, (315): : 305 - 312
  • [28] Theoretical studies on penetration resistance of a modified suction caisson in sand
    Li, Dayong
    Zhao, Jipeng
    Wu, Yuqi
    Liang, Hao
    OCEAN ENGINEERING, 2023, 284
  • [29] Penetration of a modified suction caisson in sand considering seepage effect
    Zhao, Jipeng
    Ma, Yongan
    Li, Dayong
    OCEAN ENGINEERING, 2025, 327
  • [30] ULTIMATE BEARING CAPACITY OF SUCTION CAISSON FOUNDATIONS IN UNDRAINED SOILS
    Wang, Zhiyun
    Luan, Maotian
    Wang, Dong
    Wu, Ke
    Fan, Yinglai
    RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS, 2006, : 229 - 234