Keying of Plate Anchors in NC Clay Under Inclined Loading

被引:2
|
作者
Gaudin, Christophe [1 ]
Tham, Kien H. [1 ]
Ouahsine, Samy [1 ]
机构
[1] Univ Western Australia, Ctr Offshore Fdn Syst, Perth, WA 6009, Australia
关键词
Centrifuge modelling; clay; plate anchor; SEPLA; keying; failure mechanism; PIV (particle image velocimetry); STABILITY;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Plate anchors are commonly used in the offshore industry to anchor floating facilities. They are installed vertically using a follower and subsequently rotated, through a process called keying, to exhibit their maximum area normal to the loading direction. This paper describes a series of centrifuge tests performed in order to investigate the influence of the keying on the overall performance of the anchor. Tests were conducted against a Perspex window in plane strain chambers containing normally consolidated clay. Particle Image Velocimetry (PIV) provided insights into the different failure mechanisms generated during keying, and information about the load inclination and load eccentricity minimising the loss of embedment and hence maximising the anchor performance. The loss of embedment after keying for different load inclinations and different load eccentricities was also quantified.
引用
收藏
页码:135 / 142
页数:8
相关论文
共 50 条
  • [21] Numerical investigation of inclined plate anchors in clay with linearly increasing undrained shear strength
    Cheng, Xinglei
    Jiang, Ziqiang
    Zhang, Jianxin
    Wang, Piguang
    Zhao, Yanbing
    OCEAN ENGINEERING, 2021, 236
  • [22] Pull-Out Mechanism of Horizontal and Inclined Plate Anchors in Normally Consolidated Clay
    Hu, Cun
    Chen, Junfeng
    Leung, Chun Fai
    Chow, Yean Khow
    Li, Zhichuan
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 9 (10)
  • [23] Determination of pullout capacity for an inclined single-plate helical pile under combined loading in clay
    Liu, Fei
    Cheng, Po
    Lin, Hongnan
    Yi, Jiangtao
    Peng, Yu
    Hu, Jun
    Chu, Ya-Pei
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2025, 43 (03) : 371 - 382
  • [24] An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay
    Peng, Maozhu
    Yin, Zhen-Yu
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2024, 150 (06)
  • [25] New analytical formulas to estimate the pullout capacity factor for rectangular plate anchors in NC clay
    Liu, Jun
    Tan, Mengxi
    Hu, Yuxia
    APPLIED OCEAN RESEARCH, 2018, 75 : 234 - 247
  • [26] Keying of Rectangular Plate Anchors in Normally Consolidated Clays
    Wang, Dong
    Hu, Yuxia
    Randolph, Mark F.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2011, 137 (12) : 1244 - 1253
  • [27] Physical modelling to assess keying characteristics of plate anchors
    O'Loughlin, C. D.
    Lowmass, A.
    Gaudin, C.
    Randolph, M. F.
    PHYSICAL MODELLING IN GEOTECHNICS - 6TH ICPMG '06, VOL 1, 2006, : 659 - +
  • [28] Pullout behavior of superpile anchors in soft clay under static loading
    Singh, B
    Datta, M
    Gulhati, SK
    MARINE GEORESOURCES & GEOTECHNOLOGY, 1996, 14 (03) : 217 - 236
  • [29] Behaviour of square plate anchors under unidirectional and combined loadings in clay
    Peng, Maozhu
    Yin, Zhen-Yu
    Zhai, Wuzhou
    Ocean Engineering, 2025, 315
  • [30] Pullout behavior of superpile anchors in soft clay under static loading
    Singh, B.
    Datta, M.
    Gulhati, S.K.
    Marine Georesources and Geotechnology, 1996, 14 (03): : 217 - 236