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Discrete element numerical simulation of the accumulation process of wave-induced pore water pressure in the seabed
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Yue Wang1, Chun Liu1, *, Xiaolei Liu2, Hui Liu1, Yasha Li2
Haiyang Xuebao | 2021, 43(11) : 88 - 95
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Haiyang Xuebao | 2021, 43(11): 88-95
Article
Discrete element numerical simulation of the accumulation process of wave-induced pore water pressure in the seabed
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Yue Wang1, Chun Liu1, *, Xiaolei Liu2, Hui Liu1, Yasha Li2
Affiliations
  • 1School of Earth Science and Engineering, Nanjing University, Nanjing 210023, China
  • 2College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China
Published: 2021-11-25 doi: 10.12284/hyxb2021160
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The seabed soil layer will gradually accumulate pore pressure under the action of wave cyclic load, reduce the stability of the soil layer, and threaten offshore engineering. In order to study the accumulation mechanism of pore water pressure, the discrete element pore density flow method was proposed, and the discrete element analysis software MatDEM was improved to realize the simulation of the accumulation process of seabed sediment pore pressure. Based on the field test device and the mechanical parameters of the soil body, a discrete element model was established. By comparing field test and numerical simulation results, it was found that after applying the wave load to the seabed sediment, a higher pore pressure was generated in the surface soil body and gradually transferred to the deep layer. Under the action of cyclic wave load, the cumulative range of pore pressure between soil particles gradually increased. When the pore pressure accumulation time was long enough, the pore pressure in the soil layer converged to the average of the maximum and minimum loads applied. As the number of load cycles increased, the pore pressure at all depths increased cumulatively until the soil body liquefied and the internal soil particles became resuspended sediments. Under the action of periodic wave loads, the soil particles moved after being liquefied and suspended, and the shallow particles had a large displacement, and the overall performance of the soil was circular arc movement.

discrete element  /  numerical simulation  /  wave action  /  pore water pressure  /  MatDEM
Yue Wang, Chun Liu, Xiaolei Liu, Hui Liu, Yasha Li. Discrete element numerical simulation of the accumulation process of wave-induced pore water pressure in the seabed[J]. Haiyang Xuebao, 2021 , 43 (11) : 88 -95 . DOI: 10.12284/hyxb2021160
Year 2021 volume 43 Issue 11
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doi: 10.12284/hyxb2021160
  • Receive Date:2020-12-02
  • Online Date:2026-02-26
  • Published:2021-11-25
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  • Received:2020-12-02
  • Revised:2021-02-09
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    1School of Earth Science and Engineering, Nanjing University, Nanjing 210023, China
    2College 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

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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