Suction bucket performance in sand under vertical cyclic loading: Numerical modelling using SANISAND-MS

被引:0
|
作者
Roy, A. [1 ]
Liu, H. [2 ]
Bienen, B. [3 ]
Chow, S. H. [1 ,4 ]
Diambra, A.
机构
[1] Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia
[2] Beihang Univ, Dept German, 37 Xueyuan Rd, Beijing 100191, Peoples R China
[3] Univ Western Australia, Ctr Offshore Fdn Syst, Crawley, WA 6009, Australia
[4] Univ Bristol, Dept Civil Engn, Bristol, England
基金
澳大利亚研究理事会;
关键词
Cyclic loading; Suction buckets; Sands; Operational loads; Ratcheting; Memory surface model; FOUNDATIONS; CAPACITY; CAISSONS; TESTS; SOIL;
D O I
10.1016/j.compgeo.2024.106497
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study assesses the performance of a memory surface constitutive model (SANISAND-MS) in capturing vertical cyclic loading on a suction bucket foundation in sand. The model has been calibrated against drained cyclic triaxial responses and validated against corresponding centrifuge experiments on suction buckets. The model was found to satisfactorily capture the effects of increasing accumulated strain with increasing mean stress level and reducing density. The performance of the model was further investigated through a parametric study on suction buckets at different mean stress levels, densities and loading sequences. The insights gained from investigating the strain and stress responses, along with the movement of the memory surface, reveal that the model can satisfactorily capture the strain accumulation and ratcheting effects under different load histories.
引用
收藏
页数:14
相关论文
共 50 条
  • [11] Centrifuge modelling on suction piles under cyclic and long term vertical loading
    Allersma, HGB
    Kierstein, AA
    Maes, D
    PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 2000, : 334 - 341
  • [12] Vertical performance of suction bucket foundation for offshore wind turbines in sand
    Wang, Xuefei
    Zeng, Xiangwu
    Li, Jiale
    OCEAN ENGINEERING, 2019, 180 : 40 - 48
  • [13] Impact of cyclic strain accumulation on the tilting behaviour of monopiles in sand: An assessment of the Miner's rule based on SANISAND-MS 3D FE modelling
    Liu, Haoyuan
    Pisano, Federico
    Jostad, Hans Petter
    Sivasithamparam, Nallathamby
    OCEAN ENGINEERING, 2022, 250
  • [14] Fatigue behavior of bucket foundation under vertical cyclic loading
    You, Wei
    Li, Kai
    Guo, Xinshuai
    Yi, Ping
    Liu, Jun
    APPLIED OCEAN RESEARCH, 2024, 149
  • [15] Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand
    Huang, Zhen
    Jin, Hongxu
    Zhou, Zefeng
    Shi, Li
    Cai, Yuanqiang
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2025, 25 (05)
  • [16] Stability analysis of suction bucket foundations under wave cyclic loading and scouring
    Chen, Xuguang
    Liu, Tao
    Jiang, Yuke
    Liu, Hongjun
    Kou, Hailei
    Xu, Jianpeng
    Liu, Xixi
    Liu, Jinzhong
    Ma, Tianchi
    Feng, Tao
    Niu, Xiaodong
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2018, 36 (07) : 749 - 758
  • [17] Mind the gap - an experimental study on the need for grouting suction buckets in sand under vertical cyclic loading
    Pereira, Franciso da S.
    Bienen, Britta
    O'Loughlin, Conleth
    GEOTECHNIQUE, 2023, 74 (12): : 1487 - 1502
  • [18] Suction caissons in dense sand, part II: vertical cyclic loading into tension
    Bienen, B.
    Klinkvort, R. T.
    O'Loughlin, C. D.
    Zhu, F.
    Byrne, B. W.
    GEOTECHNIQUE, 2018, 68 (11): : 953 - 967
  • [19] 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
  • [20] Dynamic behavior of kaolin clay under bidirectional cyclic loading for suction bucket foundation
    Zhang, Xixin
    Kou, Hailei
    An, Zhaotun
    Lu, Jiaqing
    Wang, Yongkang
    OCEAN ENGINEERING, 2024, 312