Show simple item record

contributor authorFei Tan
contributor authorHao Wen
contributor authorMinglong You
contributor authorJiahe Lv
date accessioned2025-08-17T22:55:56Z
date available2025-08-17T22:55:56Z
date copyright7/1/2025 12:00:00 AM
date issued2025
identifier otherIJGNAI.GMENG-10581.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307658
description abstractIn this study, model tests on the collapse of sand granular columns are designed to investigate the relationship between the initial stacking height and the maximum run-out distance of the granular column, and the results were used to calibrate the discrete-element model of the granular column. Based on this calibrated model, the morphological characteristics of the relative stationary zone and the influencing factors were studied. Nine sets of numerical models were designed to investigate the impacts of particle size, porosity, and particle gradation conditions on the collapse process of the granular column and to explain the deposition shape in terms of kinetic energy. With the increase in the particle size, the normalized maximum run-out distance after the collapse of the granular column increased, the height after deposition decreased, and the inclination decreased. With the increase in particle porosity, the height after deposition of the granular column after collapse, the volume of the relative stability zone, and the maximum run-out distance of the particles all decreased. When the granular column gradation was continuous and the coarse, medium, and fine particles were evenly distributed, the kinetic energy of the granular column was the highest, and the run-out distance was the farthest.
publisherAmerican Society of Civil Engineers
titleFactors Influencing the Collapse of Granular Columns Based on Discrete-Element Simulation
typeJournal Article
journal volume25
journal issue7
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-10581
journal fristpage04025133-1
journal lastpage04025133-16
page16
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record