Coupled CFD-DEM simulations of submarine landslide induced by thermal dissociation of methane hydrate

被引:0
作者
Jiang, M. J. [1 ]
Sun, C.
Zhang, W. C.
Liu, F.
机构
[1] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai, Peoples R China
来源
GEOMECHANICS FROM MICRO TO MACRO, VOLS I AND II | 2015年
关键词
SATURATED GRANULAR SOILS; MECHANICAL-BEHAVIOR; ROLLING RESISTANCE; DISCRETE MODEL;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper analyzes the process of a landslide triggered by thermal dissociation of methane hydrates by coupling the Computational Fluid Dynamics (CFD) and the Distinct Element Method (DEM). The equation of state for slightly compressible liquid was implemented into Navier-Stokes equations-based CFD. DEM was employed to simulate the behavior of soil skeletons by introducing a two-dimensional thermal-hydro-mechanical bond contact model of methane hydrate bearing sands. The numerical result identifies four typical stages of submarine landslide, i.e. the initiation of hydrate dissociation, the onset of submarine landslide, the slide process, and the stabilization of slide. The microscopic information (e.g. displacement field, velocity field of fluid, pore pressure) corresponding to these four typical stages is helpful for a better understanding of the phenomenon of the landslide triggered by thermal dissociation of gas hydrates.
引用
收藏
页码:491 / 496
页数:6
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