Technical Notes
Apr 28, 2022

Dynamic Response of Granular Flows on a Rigid Barrier: Dense versus Dilute Flow

Publication: International Journal of Geomechanics
Volume 22, Issue 7

Abstract

Devastating natural hazards induced by the propagation of extremely rapid, flow-like fragmented rocks can be reduced or even avoided by protective structures in the corresponding danger areas. Such barriers are expected to store the mass before it threatens the vulnerable infrastructures. Proper designs are required by calculating the peak impact force of granular flows on the barriers. In this work, a discrete element method (DEM) was validated with a physical experiment. Sixty simulations were carried out using DEM to study the flow regime governing the dynamic response of granular flows against the barrier. Results reveal that the inertial number (I) can demarcate the flow regime into dense and dilute flow. For the dense flows (I < 3), the equation based on the hydrodynamic model is much more efficient. For the dilute flows (I > 3), the Hertz contact method is better at calculating the peak load. The aforementioned findings are expected to be convenient for engineers designing mitigation constructions against flow-like hazards in mountain areas.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
This project was financially supported by the Strategic Priority Research Program of the Chinese Academy of Sciences (Grant No. XDA20030301), the National Natural Science Foundation (Grant No. 41790432), the “Belt & Road” international cooperation team for the “Light of West” program of CAS (Su Lijun), and the Youth Innovation Promotion Association of CAS (Grant No. 2019364).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 7July 2022

History

Received: Jul 15, 2021
Accepted: Feb 8, 2022
Published online: Apr 28, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 28, 2022

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Zhi-Bo Dong [email protected]
Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China; China-Pakistan Joint Research Centre on Earth Sciences, CAS-HEC, Islamabad 45320, Pakistan; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding author). ORCID: https://orcid.org/0000-0001-9972-4698. Email: [email protected]
Si-You Xiao [email protected]
School of Mines and Civil Engineering, Liupanshui Normal Univ., Liupanshui 553000, China. Email: [email protected]
Chong-Lei Zhang [email protected]
Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China; China-Pakistan Joint Research Centre on Earth Sciences, CAS-HEC, Islamabad 45320, Pakistan. Email: [email protected]

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