共 5 条
Investigation of granular flow run-out behavior under dilative and compressive Coriolis conditions using DEM simulation
被引:1
|作者:
Zhang, Bei
[1
,2
,3
]
Li, Wenyang
[1
,2
]
Huang, Yu
[3
,4
]
机构:
[1] Changan Univ, Coll Geol Engn & Geomat, Xian 710054, Peoples R China
[2] Changan Univ, Key Lab Western Chinas Mineral Resources & Geol En, Minist Educ, Xian 710054, Peoples R China
[3] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
[4] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
基金:
中国国家自然科学基金;
关键词:
dry granular flow;
run-out behavior;
centrifuge modeling;
Coriolis effect;
discrete element simulation;
CENTRIFUGE;
MECHANISMS;
SIZE;
D O I:
10.1139/cgj-2022-0531
中图分类号:
P5 [地质学];
学科分类号:
0709 ;
081803 ;
摘要:
Centrifuge modeling allows granular flows to be simulated under stresses characteristic of full-scale flows, while maintaining repeatability. However, the impact of the Coriolis effect on the run-out behavior of dry granular flows is not fully understood. In this study, using the discrete element method (DEM), we conducted simulations of dry granular flow both with and without Coriolis (dilative and compressive) conditions to analyze the impact of the Coriolis effect on granular run-out mobility, flow structure, and granular interaction. For unsteady flows, the dilative Coriolis force increased the moving distance of the flow centroid by 60%-70% and increased the maximum kinetic energy by 5%-17%, whereas those parameters were reduced by 30% and 2%-9%, respectively, under compressive Coriolis conditions. Results showed that selecting a lower centrifugal acceleration by reducing the rotational angular velocity in physical modeling is ineffective for realizing a weaker Coriolis effect. This study established that using a larger centrifuge could mitigate the Coriolis effect, but that this outcome became less notable as the centrifugal radius increased. Additionally, we suggest a preliminary relation that could be used to correct the results of experimental granular flow final run-out distance obtained using a geotechnical centrifuge.
引用
收藏
页码:2434 / 2449
页数:16
相关论文