Experimental Analysis and Micromechanical Modelling of Dry Granular Flow and Impacts in Laboratory Flume Tests View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2008-02

AUTHORS

R. Valentino, G. Barla, L. Montrasio

ABSTRACT

The paper presents the results of a numerical analysis, carried out by using the Discrete Element Method (DEM) and aimed at reproducing a series of tests on a small-scale laboratory model of a slope. Particular attention is devoted to the validation of DEM when used for the prediction of the run-out distance and of the impact force on obstacles. The soil used for the small-scale model is a mono-granular medium sand, which revealed to be particularly suitable to simulate flows like debris or rock avalanches. The experimental set-up comprises a flume equipped with a system of differently sized instrumented obstacles. The numerical model of the granular flow has been calibrated on the basis of the displacement measurements, obtained through a photogrammetric technique. More... »

PAGES

153

References to SciGraph publications

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s00603-006-0126-3

DOI

http://dx.doi.org/10.1007/s00603-006-0126-3

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1046557423


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