Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (11): 3174-3184.doi: 10.16285/j.rsm.2021.1856

• Numerical Analysis • Previous Articles     Next Articles

Numerical simulation on the movement behavior of viscous submarine landslide based on coupled computational fluid dynamics-discrete element method

NIAN Ting-kai1, ZHANG Fang1, ZHENG De-feng2, LI Dong-yang1, SHEN Yue-qiang1, LEI De-yu2   

  1. 1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China; 2. Liaoning Key Laboratory of Physical Geography and Geomatics, Liaoning Normal University, Dalian, Liaoning 116029, China
  • Received:2021-11-03 Revised:2022-07-13 Online:2022-11-11 Published:2022-12-02
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42077272, 51879036, 52079020) and Liaoning Revitalization Talents Program (XLYC2002036).

Abstract: Submarine landslide is one of the main marine geological disasters. Once submarine slide happens, it will cause serious damage to underwater infrastructures. However, there are few researches on the movement and evolution of submarine landslides, especially considering the viscous effect of submarine landslides. A fluid-structure coupling model describing the interaction between water and particles was established by using computational fluid dynamics (CFD) and discrete element method (DEM), and a cohesive force model was introduced to develop a coupled CFD-DEM analysis method considering the viscous characteristics of sliding body. On this basis, the kinematic characteristics (velocity and distance) and morphological characteristics (length, width, shape, etc.) of the submarine landslide were systematically simulated by considering the viscosity and initial velocity of the landslide, and the influencing mechanism of the evolution process of the landslide movement was investigated in depth. The results show that the coupled method can simulate and reproduce the small-scale movement behavior of the submarine landslide well, the viscous action of the landslide has a remarkable influence on its kinematic and morphological characteristics, and the initial velocity also significantly affects the evolution and distribution characteristics of the particle flow field in each part of the landslide. The results can provide a scientific basis for the evolution process simulation and the effective prediction of submarine landslides.

Key words: submarine landslide, CFD-DEM coupling, JKR cohesive model, movement characteristics of sliding mass, viscous landslide

CLC Number: 

  • TU 443
[1] SHAN Zhi-gang, GAO Shang, SUN Miao-jun, CHEN Yu-xue, LI Li-ping, CHENG Shuai, ZHOU Zong-qing, . Physical model tests and numerical simulations to determine mechanism of offshore submarine landslides under effect of sea waves [J]. Rock and Soil Mechanics, 2022, 43(S2): 541-552.
[2] WANG Yin, ZHOU Ling-xin, YANG Qing. New drag coefficient model for irregular calcareous sand particles and its application into fluid-particle coupling simulation [J]. Rock and Soil Mechanics, 2019, 40(5): 2009-2015.
[3] JING Lu, KWOK Chung-yee, ZHAO Tao, . Understanding dynamics of submarine landslide with coupled CFD-DEM [J]. Rock and Soil Mechanics, 2019, 40(1): 388-394.
[4] FAN Ning, NIAN Ting-kai, JIAO Hou-bin, ZHENG De-feng, . Effect and mechanism of disaster reduction of pipelines with double-elliptic streamline contour against impact of submarine landslides [J]. Rock and Soil Mechanics, 2019, 40(1): 413-420.
[5] FAN Ning, NIAN Ting-kai, ZHAO Wei, LU Shuang, SONG Lei, YIN Ping,. Rheological test and strength model of submarine mud flow [J]. , 2018, 39(9): 3195-3202.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .