Abstract
The test data are presented for strength characteristics and weakening of sand soil under shear. It is studied how the weak periodic pulsed stresses affect the contact of sheared rocks and granular materials under selected friction and the shearing-to-pressing load ratio.
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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 5, pp. 5–19, September–October, 2006.
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Bobryakov, A.P., Lubyagin, A.V. Regularities revealed on cyclic deformation of sand soil on the single-plane direct shear machine. J Min Sci 42, 413–425 (2006). https://doi.org/10.1007/s10913-006-0071-2
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DOI: https://doi.org/10.1007/s10913-006-0071-2