Stress State of Conical Granular Pile

Author:

Bobryakov A. P.,Klishin S. V.,Revuzhenko A. F.

Publisher

Pleiades Publishing Ltd

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference14 articles.

1. Revuzhenko, A.F., Stazevsky, S.B., and Sjemyakin, E.I., New Methods of Calculating Load on Supports, J. Min. Sci., 1976, vol. 12, no. 3, pp. 249–265.

2. Revuzhenko, A.F., Stazevsky, S.B., and Sjemyakin, E.I., Nonsymmetry of Plastic Flow in Narrowing Axially Symmetrical Channels, DAN SSSR, 1979, vol. 246, no, 3, pp. 572–574.

3. Fedyanin, A.S., Stazhevsky, S.B., and Chinakal, O.N., Experimental Study of Influence Exerted by Methods and Conditions of Granular Pile Formation on the Pile Stress State, Mechanics of Granular Materials: The 3rd USSR Conference Proceedings, Odessa: OTIPP Lomonosova, 1975, pp. 137–138.

4. Nadai, A., Plasticity: A mechanic of the Plastic State of Matter (Engineering Societies Monograph), McGraw-Hill Book Co, 1931.

5. Smid, J. and Novosad J., Pressure Distribution under Heaped Bulk Solids, Industrial Chem. Eng. Symp., 1981.

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1. On the sensitivity of DEM parameters on pile experiments;Computational Particle Mechanics;2024-06-04

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