4.5 Article

Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0002661

Keywords

Debris flow impact; Boulder impact; Discrete element method (DEM); Physical load measurements; Impact load scaling

Funding

  1. National Natural Science Foundation of China [51709052]
  2. Research Grants Council of Hong Kong [16212618, 16209717, 16210219, T22-603/15N, AoE/E-603/18]
  3. University of Hong Kong
  4. Agence Nationale de la Recherche (France) [MOPGA-976501H]
  5. Faculty of Engineering

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This study investigates the impact force from grains on instrumented barriers using both a physical flume and a discrete element method (DEM) model. The results highlight the importance of scaling considerations for granular flows impacting load-measuring systems, including the design of the load-measuring system and the model size. Additionally, discrete impacts may reduce in significance with increasing flow and channel sizes, suggesting that small-scale DEM simulations with low elastic moduli may accurately represent larger-scale impact dynamics.
Coarse grains accumulate at granular flow fronts and must be considered when studying granular flows impacting barriers. Experimental studies often use instrumented barriers comprising a load transducer and load-bearing plate. However, it is not clear how to scale the mass of these composite barriers relative to coarse grains such that forces induced are properly captured by the load transducer. This study considers the impact force from grains on instrumented barriers using both a physical flume and a discrete element method (DEM) model. Results reveal two main scaling considerations for granular flows impacting load-measuring systems: (1) the design of the load-measuring system, and (2) the model size. Considerations relating to the design of the load-measuring system include (1) the relative mass of the grains and the load-measuring system; (2) the spring element stiffness of the load-measuring system; and (3) the grain impact velocity. These are captured using a newly proposed dimensionless number. Additionally, discrete impacts appear to reduce in importance as the sizes of the flow and channel are increased, relative to the final static load due to the flow piling up, within the framework of Hertzian impact mechanics. This implies that small-scale DEM simulations adopting low elastic moduli (reducing discrete impact loads) may unintentionally correctly represent larger-scale impact dynamics.

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