TY - JOUR
T1 - Solid-like and liquid-like granular flows on inclined surfaces under vibration – Implications for earthquake-induced landslides
AU - Zhu, Chongqiang
AU - Huang, Yu
AU - Sun, Jin
N1 - Funding Information:
The authors acknowledge the support of the National Natural Science Foundation of China grants 51808401 , 41728006 and 41831291 , the China Postdoctoral Science Foundation grant 2017M620167 and the UK Natural Environment Research Council grant NE/R011001/1 . We thank Dr. Thomas Barker for his useful discussions and careful editing of the final manuscript to improve the readability.
Publisher Copyright:
© 2020 Elsevier Ltd. All rights reserved.
PY - 2020/7
Y1 - 2020/7
N2 - Earthquake-induced landslides can result in serious property damage and significant casualties. Although extensive research has been conducted to investigate their extraordinarily long runout, the underlying mechanism remains a very challenging open problem. In this paper, we explore the effect of vibration on landslide runout through simulations of simplified granular chute flows using the discrete element method with a focus on surface-normal vibration. We show that the mobility of the flows is enhanced by low-frequency vibration for inclination angles of both 19° and 24°. The flows are, however, strikingly different – solid-like for the former and liquid-like for the latter, as revealed by their microstructure and stress states. The vibration enhances the mobility through reduction in the normal load and in the solid volume fraction for the 19° and the 24° flows respectively. This work reveals complexities in the rheological states and the dynamic responses of inclined-surface granular flows under vibration, serving as an initial step to unravelling the full dynamic mechanisms of the long runout of earthquake-induced landslides.
AB - Earthquake-induced landslides can result in serious property damage and significant casualties. Although extensive research has been conducted to investigate their extraordinarily long runout, the underlying mechanism remains a very challenging open problem. In this paper, we explore the effect of vibration on landslide runout through simulations of simplified granular chute flows using the discrete element method with a focus on surface-normal vibration. We show that the mobility of the flows is enhanced by low-frequency vibration for inclination angles of both 19° and 24°. The flows are, however, strikingly different – solid-like for the former and liquid-like for the latter, as revealed by their microstructure and stress states. The vibration enhances the mobility through reduction in the normal load and in the solid volume fraction for the 19° and the 24° flows respectively. This work reveals complexities in the rheological states and the dynamic responses of inclined-surface granular flows under vibration, serving as an initial step to unravelling the full dynamic mechanisms of the long runout of earthquake-induced landslides.
KW - Chute flow
KW - Discrete element method (DEM)
KW - Earthquake-induced landslides
KW - Enhanced mobility
KW - Granular rheology
UR - http://www.scopus.com/inward/record.url?scp=85083311678&partnerID=8YFLogxK
U2 - 10.1016/j.compgeo.2020.103598
DO - 10.1016/j.compgeo.2020.103598
M3 - Article
AN - SCOPUS:85083311678
SN - 0266-352X
VL - 123
JO - Computers and Geotechnics
JF - Computers and Geotechnics
M1 - 103598
ER -