Micromechanical analysis of suction bucket-granular soil interaction under eccentric pulling action of mooring lines: Effect of horizontal pulling angle

被引:1
作者
Peng, Yu [1 ]
Yin, Zhen-Yu [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Hong Kong, Peoples R China
关键词
Micromechanics; Suction bucket foundation; Soil-structure interaction; Granular soil; Discrete element method; Finite element method; Failure pattern; COARSE-GRAIN MODEL; DISCRETE ELEMENT; NUMERICAL-SIMULATION; DEFORMATION PROCESS; BEARING CAPACITY; DEM; PILE; FOUNDATION; BEHAVIOR; CAISSONS;
D O I
10.1016/j.oceaneng.2023.115217
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
Previous suction bucket-soil interaction simulations usually apply fixed loads on suction buckets as the action of mooring lines, ignoring the contact behaviors between mooring lines and suction buckets. This study investigates suction bucket-soil interaction under the above contact behaviors with the horizontal pulling angle effect. Granular soil was generated in the DEM part while the suction buckets were simulated with meshes in the FEM part. The pulling action of mooring lines was applied by a hanger that can slide and rotate at the contact point. The micro-to-macro results revealed that the shape difference in pulling force-displacement curves can be explained by the effect of decomposed pulling actions on soil behaviors. Besides, the horizontal pulling angle effect on discontinuity and occurrences of large soil deformation can be successfully modeled by the coupled DEM-FEM method. Meanwhile, the horizontal pulling angle effect associated with different interface frictions on the movement and deformation of suction buckets were discovered. Furthermore, conclusive failure patterns of suction bucket-soil interaction were identified after analyzing particle-scale soil behaviors. The study indicates that neglecting the horizontal pulling angle of the mooring lines could result in severely misestimating the uplift capacity of a suction bucket and the soil failure pattern.
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页数:16
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共 79 条
  • [1] Load-bearing behavior of suction bucket foundations in sand
    Achmus, M.
    Akdag, C. T.
    Thieken, K.
    [J]. APPLIED OCEAN RESEARCH, 2013, 43 : 157 - 165
  • [2] Bang S, 2006, TRANSPORT RES REC, P21
  • [3] Inclined loading capacity of suction piles in sand
    Bang, S.
    Jones, K. D.
    Kim, K. O.
    Kim, Y. S.
    Cho, Y.
    [J]. OCEAN ENGINEERING, 2011, 38 (07) : 915 - 924
  • [4] Bang S., 2000, Marine Structures, V13, P367
  • [5] A novel computational approach for large deformation and post-failure analyses of segmental retaining wall systems
    Bui, Ha H.
    Kodikara, Jayantha K.
    Bouazza, Abdelmalek
    Haque, Asadul
    Ranjith, Pathegama G.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2014, 38 (13) : 1321 - 1340
  • [6] Dynamic responses of offshore wind turbine considering soil nonlinearity and wind-wave load combinations
    Cao, Guangwei
    Chen, Zhixiong
    Wang, Chenglong
    Ding, Xuanming
    [J]. OCEAN ENGINEERING, 2020, 217
  • [7] Coarse grain model for DEM simulation of dense and dynamic particle flow with liquid bridge forces
    Chan, Ei L.
    Washino, Kimiaki
    [J]. CHEMICAL ENGINEERING RESEARCH & DESIGN, 2018, 132 : 1060 - 1069
  • [8] Stress-dilatancy behaviour of fouled ballast: experiments and DEM modelling
    Chen, Jing
    Indraratna, Buddhima
    Vinod, Jayan S.
    Ngo, Ngoc Trung
    Gao, Rui
    Liu, Yangzepeng
    [J]. GRANULAR MATTER, 2021, 23 (04)
  • [9] Predicting the cyclic behaviour of suction anchors based on a stiffness degradation model for soft clays
    Cheng, Xinglei
    Wang, Piguang
    Li, Na
    Liu, Zhongxian
    Zhou, Yadong
    [J]. COMPUTERS AND GEOTECHNICS, 2020, 122
  • [10] Model tests and finite element analysis for the cyclic deformation process of suction anchors in soft clays
    Cheng, Xinglei
    Yang, Aiwu
    Li, Guangning
    [J]. OCEAN ENGINEERING, 2018, 151 : 329 - 341