Hostname: page-component-8448b6f56d-mp689 Total loading time: 0 Render date: 2024-04-18T04:43:40.569Z Has data issue: false hasContentIssue false

Bulldozing of granular material

Published online by Cambridge University Press:  28 April 2014

A. Sauret*
Affiliation:
Department of Mechanical and Aerospace Engineering, Princeton University, Princeton, NJ 08544, USA
N. J. Balmforth
Affiliation:
Department of Mathematics, University of British Columbia, Vancouver, BC V6T 1Z2, Canada
C. P. Caulfield
Affiliation:
BP Institute, University of Cambridge, Madingley Road, Cambridge CB3 0EZ, UK Department of Applied Mathematics and Theoretical Physics, University of Cambridge, Centre for Mathematical Sciences, Wilberforce Road, Cambridge CB3 0WA, UK
J. N. McElwaine
Affiliation:
Department of Earth Sciences, University of Durham, Durham, DH1 3LE, UK WSL Institute for Snow and Avalanche Research SLF, Flüelastrasse 11, Davos, Switzerland
*
Email address for correspondence: asauret@princeton.edu

Abstract

We investigate the bulldozing motion of a granular sandpile driven forwards by a vertical plate. The problem is set up in the laboratory by emplacing the pile on a table rotating underneath a stationary plate; the continual circulation of the bulldozed material allows the dynamics to be explored over relatively long times, and the variation of the velocity with radius permits one to explore the dependence on bulldozing speed within a single experiment. We measure the time-dependent surface shape of the dune for a range of rotation rates, initial volumes and radial positions, for four granular materials, ranging from glass spheres to irregularly shaped sand. The evolution of the dune can be separated into two phases: a rapid initial adjustment to a state of quasi-steady avalanching perpendicular to the blade, followed by a much slower phase of lateral spreading and radial migration. The quasi-steady avalanching sets up a well-defined perpendicular profile with a nearly constant slope. This profile can be scaled by the depth against the bulldozer to collapse data from different times, radial positions and experiments onto common ‘master curves’ that are characteristic of the granular material and depend on the local Froude number. The lateral profile of the dune along the face of the bulldozer varies more gradually with radial position, and evolves by slow lateral spreading. The spreading is asymmetrical, with the inward progress of the dune eventually arrested and its bulk migrating to larger radii. A one-dimensional depth-averaged model recovers the nearly linear perpendicular profile of the dune, but does not capture the finer nonlinear details of the master curves. A two-dimensional version of the model leads to an advection–diffusion equation that reproduces the lateral spreading and radial migration. Simulations using the discrete element method reproduce in more quantitative detail many of the experimental findings and furnish further insight into the flow dynamics.

Type
Papers
Copyright
© 2014 Cambridge University Press 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Alarcón, H., Ramos, O., Vanel, L., Vittoz, F., Melo, F. & Géminard, J. C. 2010 Softening induced instability of a stretched cohesive granular layer. Phys. Rev. Lett. 105, 208001.Google Scholar
Andreotti, B. 2012 Sonic sands. Rep. Prog. Phys. 75, 026602.Google Scholar
Andreotti, B., Forterre, Y. & Pouliquen, O. 2013 Granular Media: Between Fluid and Solid. Cambridge University Press.CrossRefGoogle Scholar
Bagnold, R. A. 1966 The shearing and dilatation of dry sand and the singing mechanism. Proc. R. Soc. A 295, 219232.Google Scholar
Balmforth, N. J. & Kerswell, R. R. 2005 Granular collapse in two dimensions. J. Fluid Mech. 538 (1), 399428.Google Scholar
Bitbol, A.-F., Taberlet, N., Morris, S. W. & McElwaine, J. N. 2009 Scaling and dynamics of washboard roads. Phys. Rev. E 79, 061308.CrossRefGoogle ScholarPubMed
Börzsönyi, T., Halsey, T. C. & Ecke, R. E. 2008 Avalanche dynamics on a rough inclined plane. Phys. Rev. E 78 (1), 011306.Google Scholar
Börzsönyi, T., Ecke, R. E. & McElwaine, J. N. 2009 Patterns in flowing sand: understanding the physics of granular flow. Phys. Rev. Lett. 103, 178302.CrossRefGoogle ScholarPubMed
Cundall, P. A. & Strack, O. D. 1979 A discrete numerical model for granular assemblies. Geotechnique 29, 4765.Google Scholar
Ding, Y., Gravish, N. & Goldman, D. I. 2011 Drag induced lift in granular media. Phys. Rev. Lett. 106 (2), 028001.CrossRefGoogle ScholarPubMed
Douady, S., Manning, A., Hersen, P., Elbelrhiti, H., Protiere, S., Daerr, A. & Kabbachi, B. 2006 The song of the dunes as a self-synchronized instrument. Phys. Rev. Lett. 97, 018002.Google Scholar
Forterre, Y. & Pouliquen, O. 2008 Flows of dense granular media. Annu. Rev. Fluid Mech. 40, 124.Google Scholar
Geng, J. & Behringer, R. P. 2005 Slow drag in two-dimensional granular media. Phys. Rev. E 71 (1), 011302.Google Scholar
Gravish, N., Umbanhowar, P. B. & Goldman, D. I. 2010 Force and flow transition in plowed granular media. Phys. Rev. Lett. 105 (12), 128301.Google Scholar
Guillard, F., Forterre, Y. & Pouliquen, O. 2013 Depth-independent drag force induced by stirring in granular media. Phys. Rev. Lett. 110 (13), 138303.Google Scholar
Guo, H., Goldsmith, J., Delacruz, I., Tao, M., Luo, Y. & Koehler, S. A. 2012 Semi-infinite plates dragged through granular beds. J. Stat. Mech. 7, P07013.Google Scholar
Hewitt, I. J., Balmforth, N. J. & McElwaine, J. N. 2012 Granular and fluid washboards. J. Fluid Mech. 692, 446463.Google Scholar
Holyoake, A. J. & McElwaine, J. N. 2012 High-speed granular chute flows. J. Fluid Mech. 710, 3571.Google Scholar
Jaeger, H. M., Nagel, S. R. & Behringer, R. P. 1996 Granular solids, liquids, and gases. Rev. Mod. Phys. 68 (4), 12591273.Google Scholar
Jop, P., Forterre, Y. & Pouliquen, O. 2006 A constitutive law for dense granular flows. Nature 441, 727730.Google Scholar
Lacaze, L. & Kerswell, R. R. 2009 Axisymmetric granular collapse: a transient three-dimensional flow test of viscoplasticity. Phys. Rev. Lett. 102, 108305.Google Scholar
Lagrée, P.-Y., Staron, L. & Popinet, S. 2011 The granular column collapse as a continuum: validity of a two-dimensional Navier–Stokes model with a $\mu (i)$ -rheology. J. Fluid Mech. 686, 378408.CrossRefGoogle Scholar
Lajeunesse, E., Mangeney-Castelnau, A. & Vilotte, J. P. 2004 Spreading of a granular mass on a horizontal plane. Phys. Fluids 16, 2371.Google Scholar
Mather, K. B. 1963 Why do roads corrugate? Sci. Am. 208, 128136.Google Scholar
GDR Midi, 2004 On dense granular flows. Eur. Phys. J. E 14, 341365.Google Scholar
Percier, B., Manneville, S., McElwaine, J. N., Morris, S. W. & Taberlet, N. 2011 Lift and drag forces on an inclined plow moving over a granular surface. Phys. Rev. E 84, 051302.CrossRefGoogle Scholar
Percier, B., Manneville, S. & Taberlet, N. 2013 Modeling a washboard road: from experimental measurements to linear stability analysis. Phys. Rev. E 87, 012203.Google Scholar
Pouliquen, O. 1999a On the shape of granular fronts down rough inclined planes. Phys. Fluids 11, 19561958.Google Scholar
Pouliquen, O. 1999b Scaling laws in granular flows down rough inclined planes. Phys. Fluids 11, 542548.CrossRefGoogle Scholar
Sauret, A.2012 Smoothing out sandpiles: rotational bulldozing of granular material. W.H.O.I. Tech. Report 53.Google Scholar
Savage, S. B. & Hutter, K. 1991 The dynamics of avalanches of granular materials from initiation to runout. Part 1: analysis. Acta Mechanica 86, 201223.Google Scholar
Taberlet, N., Morris, S. W. & McElwaine, J. N. 2007 Washboard road: the dynamics of granular ripples formed by rolling wheels. Phys. Rev. Lett. 99, 068003.CrossRefGoogle ScholarPubMed
Taberlet, N., Richard, P. & Hinch, J. E. 2006 S shape of a granular pile in a rotating drum. Phys. Rev. E 73, 050301.Google Scholar

Sauret et al. supplementary movie

Movie of an experiment showing the bulldozed dune from a front view for r0=25 cm, Ω=0.05 rad s-1 and m=1000 g. The red laser line highlights the topography of the dune at the location y0.

Download Sauret et al. supplementary movie(Video)
Video 9.4 MB

Sauret et al. supplementary movie

Movie of an experiment showing the bulldozed dune from a side view for r0=25 cm, Ω=0.05 rad s-1 and m=1000 g. The red laser line highlights the topography of the dune at the location y0.

Download Sauret et al. supplementary movie(Video)
Video 6.4 MB

Sauret et al. supplementary movie

Movie of a DEM simulation showing the initial transient during the bulldozing of the granular material. The particles become distributed so that they build up a wedge of depth H against the blade.

Download Sauret et al. supplementary movie(Video)
Video 9.9 MB

Sauret et al. supplementary movie

Movie of a lateral spreading simulation with an underlying layer and |Ub|=1. The particles are coloured according to their initial height.

Download Sauret et al. supplementary movie(Video)
Video 2.2 MB

Sauret et al. supplementary movie

Movie of the front view of a lateral spreading simulation with an underlying layer and |Ub|=1. The particles are coloured according to their initial height.

Download Sauret et al. supplementary movie(Video)
Video 6.5 MB

Sauret et al. supplementary movie

Movie of the side view (at y=0) of a lateral spreading simulation with an underlying layer and |Ub|=1. The particles are coloured according to their initial height.

Download Sauret et al. supplementary movie(Video)
Video 9 MB