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Semi-infinite plates dragged through granular beds
We perform physical experiments and 2D discrete element method (DEM) simulations of semi-infinite plates dragged through granular beds at low speeds. The plate’s displacement, x, creates a growing surcharge in front of the plate (pile-up) that takes the shape of a wedge. The cross-sectional area of the pile-up wedge is proportional to xZ where Z is the immersion depth and the drag resistance increases from its yielding value with xZ. We extend the classical Coulomb earth pressure theory for yielding walls to account for the piling-up effect and find good agreement with simulations and physical measurements.
Semi-infinite plates dragged through granular beds
We perform physical experiments and 2D discrete element method (DEM) simulations of semi-infinite plates dragged through granular beds at low speeds. The plate’s displacement, x, creates a growing surcharge in front of the plate (pile-up) that takes the shape of a wedge. The cross-sectional area of the pile-up wedge is proportional to xZ where Z is the immersion depth and the drag resistance increases from its yielding value with xZ. We extend the classical Coulomb earth pressure theory for yielding walls to account for the piling-up effect and find good agreement with simulations and physical measurements.
Semi-infinite plates dragged through granular beds
Guo, H. (Autor:in) / Goldsmith, J. (Autor:in) / Delacruz, I. (Autor:in) / Tao, M. (Autor:in) / Luo, Y. (Autor:in) / Koehler, S.A. (Autor:in)
Journal of Statistical Mechanics: Theory and Experiment (Online) ; 2012 ; P07013/1-P07013/8
2012
8 Seiten, 7 Quellen
Aufsatz (Zeitschrift)
Englisch
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