Monopod Bucket Foundations Under Cyclic Lateral Loading

被引:17
|
作者
Foglia, Aligi [1 ]
Ibsen, Lars Bo [2 ]
机构
[1] Fraunhofer Inst Wind Energy & Energy Syst Technol, Hannover, Germany
[2] Aalborg Univ, Dept Civil Engn, Aalborg, Denmark
关键词
Bucket foundation; cyclic loading; physical modelling; SUCTION CAISSON FOUNDATIONS; OFFSHORE WIND TURBINE; BEARING CAPACITY; STIFF PILES; SAND;
D O I
10.17736/ijope.2016.jcr48
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The monopod bucket foundation has the potential to become a cost-reducing substructure for offshore wind turbines. To avoid problems during the energy converter operation, the long-term effect of cyclic loading must be considered in the design of the foundation. In this paper, a 1-g testing rig is adopted to extend the knowledge of bucket foundations under lateral cyclic loading. The test setup is described, and a comprehensive experimental campaign is presented. The effect of some important system parameters on the long-term plastic rotation is analysed. Key aspects of the cyclic load behaviour of bucket foundations are discussed.
引用
收藏
页码:109 / 115
页数:7
相关论文
共 50 条
  • [31] Buckling of monopod bucket foundations-influence of boundary conditions and soil-structure interaction
    Madsen, Soren
    Pinna, Rodney
    Randolph, Mark
    Andersenan, Lars V.
    WIND AND STRUCTURES, 2015, 21 (06) : 641 - 656
  • [32] Calibration of Failure Criteria for Bucket Foundations on Drained Sand under General Loading
    Ibsen, L. B.
    Larsen, K. A.
    Barari, A.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (07)
  • [33] Behavior of monopile foundations under cyclic lateral load
    Achmus, Martin
    Kuo, Yu-Shu
    Abdel-Rahman, Khalid
    COMPUTERS AND GEOTECHNICS, 2009, 36 (05) : 725 - 735
  • [34] Numerical modeling of suction bucket under cyclic loading in saturated sand
    Emdadifard, Mohsen
    Hosseini, S.M. Mir M.
    Electronic Journal of Geotechnical Engineering, 2010, 15 C : 1 - 16
  • [35] Undrained response of bucket foundations to moment loading
    Barari, A.
    Ibsen, L. B.
    APPLIED OCEAN RESEARCH, 2012, 36 : 12 - 21
  • [36] Modelling of the lateral loading of bucket foundations in sand using hydro-mechanical interface elements
    Cerfontaine, B.
    Charlier, R.
    Collin, F.
    NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING IX, VOL 2, 2018, : 1519 - 1527
  • [37] Effects of long-term cyclic horizontal loading on bucket foundations in saturated loose sand
    Vicent, Ssenyondo
    Kim, Sung-Ryul
    Hung, Le Chi
    APPLIED OCEAN RESEARCH, 2019, 91
  • [38] Shallow foundations - experimental study under static and cyclic loading
    Amar, S
    Canepa, Y
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 641 - 644
  • [39] On the displacement accumulation of monopiles under lateral cyclic loading
    Frick, Dennis
    GEOTECHNIK, 2025, 48 (01)
  • [40] Response of model piles under lateral cyclic loading
    Purkayastha, RD
    Basack, S
    GEOSHORE INTERNATIONAL CONFERENCE ON OFFSHORE AND NEARSHORE GEOTECHNICAL ENGINEERING, 2000, : 227 - 232