收藏切换
Analysis of dynamic response characteristics of seabed saturated sediment under different permeability conditions
收藏切换
PDF
Tengda LI1, 2, Zhendong SHAN1, 2, Jinkai LI1, 2, Liping JING1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(2) : 169 - 182
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2024, 44(2): 169-182
Analysis of dynamic response characteristics of seabed saturated sediment under different permeability conditions
Full
Tengda LI1, 2, Zhendong SHAN1, 2, Jinkai LI1, 2, Liping JING1, 2
Affiliations
  • 1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
doi: 10.13197/j.eeed.2024.0218
Outline
收藏切换

The pervious conditions of seabed sediments can directly affect their dynamic response characteristics during earthquakes, but most existing theoretical studies directly assume that the bottom of the sediments was an impermeable boundary. Therefore, based on Biot’s saturated porous media theory, through the analytical and semi-analytical solutions of the seabed transient response or steady-state response, the influence of the bottom water permeability conditions of the sedimentary layer on its dynamic response characteristics in earthquakes is studied. It is found that under the condition of bottom displacement excitation, fast wave or slow wave will generate the same type of compression wave when passing through the impermeable boundary of the sediment layer, and two types of compression waves will be generated when passing through the completely permeable boundary of the sediment layer. Even under the same excitation conditions, the vibration amplitudes of the two types of compression waves generated in the sediment layers with different permeabilities are significantly different. Permeable conditions at the bottom of the sediment layer also affect the frequency response characteristics of the seabed, and the displacement amplification coefficient of the bottom permeable sediment layer is large at low frequency. On the contrary, at high frequency, the displacement amplification coefficient of the bottom impermeable sediment layer is large.

sea area earthquake  /  dynamic response  /  permeable boundary conditions  /  saturated sedimentary layer  /  dynamic permeability coefficient
Tengda LI, Zhendong SHAN, Jinkai LI, Liping JING. Analysis of dynamic response characteristics of seabed saturated sediment under different permeability conditions[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (2) : 169 -182 . DOI: 10.13197/j.eeed.2024.0218
Year 2024 volume 44 Issue 2
PDF
57
28
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2024.0218
  • Receive Date:2023-02-04
  • Online Date:2026-03-30
Article Data
Affiliations
History
  • Received:2023-02-04
  • Revised:2023-05-08
Funding
Affiliations
    1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0218
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT