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Research on the bearing performance of finned suction caisson foundation under fully three-dimensional loading
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Gang Li1, Bo Liu1, Ling Ma1, Yangming Chen1, Yue Yan2, Ruizhe Xu2, Dengfeng Fu3
Renewable Energy Resources | 2026, 44(1) : 41 - 51
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Renewable Energy Resources | 2026, 44(1): 41-51
Research on the bearing performance of finned suction caisson foundation under fully three-dimensional loading
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Gang Li1, Bo Liu1, Ling Ma1, Yangming Chen1, Yue Yan2, Ruizhe Xu2, Dengfeng Fu3
Affiliations
  • 1.China Power Engineering Consulting Group Co., LTD., Beijing 100029, China
  • 2.School of Civil Engineering, Tianjin University, Tianjin 300072, China
  • 3.College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China
Published: 2026-01-20
Outline
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As floating photovoltaic systems gradually extend into deeper waters, shared mooring anchoring systems have gained attention for their adaptability to complex marine environments. This study aims to investigate the bearing performance of finned suction caissons under non-coplanar combined loading conditions. Based on finite element software ABAQUS, the study examines the impact of different horizontal and moment load angles on the ultimate bearing capacity of finned suction caissons in homogeneous and normally consolidated soils, and explores the influence patterns of fully three -dimensional loading on bearing performance within the combined loading space. The results indicate that as θH and θM (θH and θM represent the loading angles of horizontal load and moment load, respectively.) increase from 0° to 45°, the ultimate horizontal and moment capacities of the four-fin suction caisson decrease, with a more pronounced reduction observed in homogeneous soils. Additional fins significantly expand the dimensionless failure envelope in V -H (vertical-horizontal load application), V -M (vertical-moment load application), V -T (vertical -torsional load application), T -H (torsional -horizontal load application), and T-M (torsional-moment load application) loading spaces. As θH and θM increase from 0° to 45°, the dimensionless failure envelope in V -H, V -M, T-H, and T-M loading spaces contracts inward. For non-coplanar H and M conditions, as increases from 0° to 90°, the H-M failure envelope expands outward in the first quadrant, and its symmetry increases as decreases. This study provides theoretical support for understanding the bearing performance of finned suction caissons under fully three-dimensional loading, aiding in the enhancement of design accuracy and structural safety.

floating photovoltaic systems  /  bearing performance  /  suction caisson  /  fully three-dimensional loading  /  failure envelope
李刚, 刘博, 马凌, 陈杨明, 闫玥, 徐睿哲, 付登锋. 真三维荷载作用下翼片型吸力锚的承载性能研究. 可再生能源, 2026 , 44 (1) : 41 -51 .
Gang Li, Bo Liu, Ling Ma, Yangming Chen, Yue Yan, Ruizhe Xu, Dengfeng Fu. Research on the bearing performance of finned suction caisson foundation under fully three-dimensional loading[J]. Renewable Energy Resources, 2026 , 44 (1) : 41 -51 .
Year 2026 volume 44 Issue 1
114
35
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Article Info
  • Receive Date:2024-11-01
  • Online Date:2026-09-23
  • Published:2026-01-20
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  • Received:2024-11-01
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Affiliations
    1.China Power Engineering Consulting Group Co., LTD., Beijing 100029, China
    2.School of Civil Engineering, Tianjin University, Tianjin 300072, China
    3.College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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