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Contact forces in regular 3D granular pile

Author

Listed:
  • Oron, G.
  • Herrmann, H.J.

Abstract

We present exact results for the contact forces in a three dimensional static piling of identical, stiff and frictionless spheres. The pile studied is a pyramid of equilateral triangular base (“stack of cannonballs”) with a FCC (face centered cubic) structure. We show in particular that, as for the two dimensional case, the pressure on the base of such a pile is uniform.

Suggested Citation

  • Oron, G. & Herrmann, H.J., 1999. "Contact forces in regular 3D granular pile," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 265(3), pages 455-462.
    • Handle: RePEc:eee:phsmap:v:265:y:1999:i:3:p:455-462
    DOI: 10.1016/S0378-4371(98)00648-7
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    References listed on IDEAS

    as
    1. Edwards, S.F. & Mounfield, C.C., 1996. "A theoretical model for the stress distribution in granular matter. III. Forces in sandpiles," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 226(1), pages 25-33.
    2. Edwards, S.F. & Mounfield, C.C., 1996. "A theoretical model for the stress distribution in granular matter. I. Basic equations," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 226(1), pages 1-11.
    3. Mounfield, C.C. & Edwards, S.F., 1996. "A theoretical model for the stress distribution in granular matter. II. Forces in pipes," Physica A: Statistical Mechanics and its Applications, Elsevier, vol. 226(1), pages 12-24.
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    More about this item

    Keywords

    3D Granular pile; Pressure dip;

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