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Liquefaction stabilization of the seabed around a sloping breakwater under bimodal spectral waves
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Titi Sui1, Qihe Jiang1, Guangsheng Wang2, Musheng Yang1, Chaoyang Sun3, Chi Zhang1, JinHai Zheng1
Haiyang Xuebao | 2025, 47(2) : 98 - 107
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Haiyang Xuebao | 2025, 47(2): 98-107
Liquefaction stabilization of the seabed around a sloping breakwater under bimodal spectral waves
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Titi Sui1, Qihe Jiang1, Guangsheng Wang2, Musheng Yang1, Chaoyang Sun3, Chi Zhang1, JinHai Zheng1
Affiliations
  • 1Key Laboratory of Coastal Disaster and Protection (Hohai University), Ministry of Education, Nanjing 210024, China
  • 2China Harbour Engineering Company Ltd., Beijing 100027, China
  • 3Shanghai Maritime Surveying and Mapping Center of Eastern Navigation Service Center, Ministry of Transport, Shanghai 200003, China
Published: 2025-02-28 doi: 10.12284/hyxb2025027
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This article explores the distinctive marine environment of the West African coastal region, with a particular focus on bimodal waves-induced seabed response and stability around sloping breakwaters. Bimodal waves are a unique wave pattern observed in the West African Sea, influenced by distant swells from the North Atlantic. These waves present new challenges in marine engineering, particularly in the design and maintenance of breakwater structures. A complex numerical model has been developed to simulate the interaction between bimodal spectrum random waves and sloping breakwaters. This model is grounded in the Reynolds-averaged Navier-Stokes equations and employs the k-ω turbulence model to simulate the flow field and pressure distribution around the breakwater. Furthermore, the model incorporates Biot’s semi-dynamic porous medium theory (the u-p model) to assess wave-induced pore pressure and the liquefaction features of the seabed. The study found that the pore pressure response varies under different conditions, generally indicating that pore pressure increases with the swell energy ratio (SER). It was observed that low-frequency pore pressure becomes more pronounced with increasing depth and swell wave ratio. Analyzing the swell energy ratio revealed that the attenuation rate of low-frequency energy is lower than that of high-frequency energy. As the swell energy ratio increases, the pore pressure response in the seabed intensifies significantly, leading to an expansion in the range and depth of seabed liquefaction, especially noticeable at certain distances in front of the breakwater. Furthermore, the influence of high-frequency and low-frequency pore pressure on seabed liquefaction alternates with the increasing distance from the breakwater’s toe. This study provides a scientific basis for the design and stability assessment of sloping breakwaters.

bimodal waves  /  sloping breakwater  /  seabed liquefaction  /  numerical simulation
Titi Sui, Qihe Jiang, Guangsheng Wang, Musheng Yang, Chaoyang Sun, Chi Zhang, JinHai Zheng. Liquefaction stabilization of the seabed around a sloping breakwater under bimodal spectral waves[J]. Haiyang Xuebao, 2025 , 47 (2) : 98 -107 . DOI: 10.12284/hyxb2025027
Year 2025 volume 47 Issue 2
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Article Info
doi: 10.12284/hyxb2025027
  • Receive Date:2024-12-12
  • Online Date:2025-10-27
  • Published:2025-02-28
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  • Received:2024-12-12
  • Revised:2025-02-14
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Affiliations
    1Key Laboratory of Coastal Disaster and Protection (Hohai University), Ministry of Education, Nanjing 210024, China
    2China Harbour Engineering Company Ltd., Beijing 100027, China
    3Shanghai Maritime Surveying and Mapping Center of Eastern Navigation Service Center, Ministry of Transport, Shanghai 200003, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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