Pressure characteristics of two-dimensional topography in wave-induced seabed liquefaction

被引:0
|
作者
Wang, Youqi [1 ]
Wang, Qixiang [1 ]
Cao, Ruichen [2 ,3 ,7 ]
Gao, Guandong [4 ,5 ,6 ,7 ,8 ]
Feng, Xingru [4 ,5 ,6 ,7 ,8 ]
Yin, Baoshu [4 ,5 ,6 ,8 ]
Ren, Huanping [9 ]
Guo, Junting [10 ]
Lv, Xianqing [1 ]
机构
[1] Ocean Univ China, Frontier Sci Ctr Deep Ocean Multispheres & Earth S, Phys Oceanog Lab, Qingdao 266100, Peoples R China
[2] Shandong Key Lab Marine Ecol Environm & Disaster P, Qingdao 266061, Peoples R China
[3] Minist Nat Resources, North China Sea Marine Forecasting Ctr, Qingdao 266590, Peoples R China
[4] Chinese Acad Sci, Inst Oceanol, Key Lab Ocean Observat & Forecasting, Key Lab Ocean Circulat & Waves, Qingdao 266071, Peoples R China
[5] Chinese Acad Sci, CAS Key Lab Ocean Circulat & Waves, Inst Oceanol, Qingdao 266071, Peoples R China
[6] Laoshan Lab, Qingdao 266071, Peoples R China
[7] Chinese Acad Sci, Inst Oceanol, CAS Engn Lab Marine Ranching, Qingdao 266071, Peoples R China
[8] Univ Chinese Acad Sci, Beijing 100029, Peoples R China
[9] Chinese Acad Sci, Inst Oceanol, Oceanog Data Ctr, Qingdao 266071, Peoples R China
[10] Jimei Univ, Polar & Marine Res Inst, Coll Harbor & Coastal Engn, Xiamen 361021, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
INDUCED PROGRESSIVE LIQUEFACTION;
D O I
10.1063/5.0250813
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This study used the Massachusetts Institute of Technology general circulation model (MITgcm) to simulate the seabed liquefaction process in the Chengdao area. The liquefied soil and the overlying water are considered as a two-layer fluid system in the model. By constructing various topographies using Gaussian functions, it is possible to achieve an agreement between simulation and measurement. The simulation results reveal the characteristics of pore pressure in different topographies. The main findings include the following: (1) The expansion of liquefaction zone leads to an accelerated attenuation of pore pressure amplitude. (2) A decrease in topographic slope diminishes the wave group characteristics of pore pressure due to the sensitivity of certain wave components with specific frequencies to topographic slope.
引用
收藏
页数:11
相关论文
共 50 条
  • [11] WAVE-INDUCED EFFECTIVE STRESS IN SEABED AND ITS MOMENTARY LIQUEFACTION
    SAKAI, T
    HATANAKA, K
    MASE, H
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1992, 118 (02): : 202 - 206
  • [12] Wave-induced liquefaction potential in a cross-anisotropic seabed
    Jeng, DS
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 1996, 19 (01) : 59 - 70
  • [13] Wave-Induced Dynamic Response and Liquefaction of Transversely Isotropic Seabed
    Wang, Guocai
    Chen, Shengli
    Li, Congcong
    Shao, Kang
    Liu, Qianqian
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (03)
  • [14] ANALYSIS OF WAVE-INDUCED LIQUEFACTION IN SEABED DEPOSITS OF SAND.
    Ishihara, Kenji
    Yamazaki, Akira
    Soils and Foundations, 1984, 24 (03) : 85 - 100
  • [15] Wave-induced residual response and liquefaction of a nonhomogeneous layered seabed
    Sui, Titi
    Yang, Musheng
    Peng, Li
    Chen, Jiandong
    Zhang, Chi
    Zheng, Jinhai
    FRONTIERS IN MARINE SCIENCE, 2024, 11
  • [16] AN ANALYTICAL SOLUTION FOR WAVE-INDUCED SOIL RESPONSE AND SEABED LIQUEFACTION
    Zhou, Xiang-Lian
    Wang, Jian-Hua
    Xu, Yun-Feng
    PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2010, VOL 1, 2010, : 893 - 899
  • [17] Numerical Study on Wave-Induced Oscillatory Liquefaction in Anisotropic Seabed
    Duan L.
    Zheng D.
    Wang S.
    Zhang Q.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 54 (04): : 741 - 747
  • [18] Nonlinear standing wave-induced liquefaction in loosely deposited seabed
    Guoxiang Yang
    Jianhong Ye
    Bulletin of Engineering Geology and the Environment, 2018, 77 : 205 - 223
  • [19] A modified criterion for wave-induced momentary liquefaction of sandy seabed
    Wen-Gang Qi
    Fu-Ping Gao
    Theoretical & Applied Mechanics Letters, 2015, 5 (01) : 20 - 23
  • [20] WAVE-INDUCED LIQUEFACTION POTENTIAL IN A POROUS SEABED IN FRONT OF A BREAKWATER
    TSAI, CP
    OCEAN ENGINEERING, 1995, 22 (01) : 1 - 18