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Uniform displacement of a granular material. Dilatancy

  • Rock Mechanics and Rock Pressure
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Soviet mining science Aims and scope

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Literature Cited

  1. H. Y. Ko and R. F. Scott, “Deformation of sand in hydrostatic compression,” J. Soil Mech. Found. Div. Proc. Am. Soc. Civ. Eng.,96, No. 4 (1970).

  2. A. F. Revuzhenko, S. B. Stazhevskii, and E. I. Shemyakin, “Mechanism of the deformation of a granular material subject to large displacements,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 3 (1974).

  3. O. Reynolds, “On the dilatancy of media composed of rigid particles in contact,” Philos. Mag., Ser. 5,20, No. 127 (1885).

  4. K. L. Lee and H. B. Seed, “Drained strength characteristics of sands,” J. Soil Mech. Found.-Div. Proc. Am. Soc. Civ. Eng.,93, No. 6 (1967).

  5. A. F. Revuzhenko, “Deformation of a granular medium. Part I. A simple model,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 3 (1980).

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Institute of Mining, Siberian Branch, Academy of Sciences of the USSR, Novosibirsk. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 5, pp. 23–29, September–October, 1982.

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Bobryakov, A.P., Revuzhenko, A.F. Uniform displacement of a granular material. Dilatancy. Soviet Mining Science 18, 373–379 (1982). https://doi.org/10.1007/BF02528441

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  • DOI: https://doi.org/10.1007/BF02528441

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