Abstract
This paper is a continuation of our previous work [1] on the modeling of the stress distribution in deep two-dimensional granular heaps or “wedges”. We amend the previous treatment of symmetric heaps and consider asymmetric heaps or “berms”, with one face at the angle of repose. We find continuous families of solutions and asymmetric pressures under symmetric heaps.
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References
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Cantelaube F., J. D. Goddard and A. Didwania 1997. in preparation.
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© 1998 Springer Science+Business Media Dordrecht
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Cantelaube, F., Didwania, A.K., Goddard, J.D. (1998). Elastoplastic Arching in Two Dimensional Granular Heaps. In: Herrmann, H.J., Hovi, JP., Luding, S. (eds) Physics of Dry Granular Media. NATO ASI Series, vol 350. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-2653-5_4
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DOI: https://doi.org/10.1007/978-94-017-2653-5_4
Publisher Name: Springer, Dordrecht
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