Abstract
A method is considered for estimating the elastic parameters of soils, including the applicability range and test data; it is based on the transient oscillations of a probe (metal rod), and measurements have been made on how the contact with the soil affects the probe-soil elasticity coefficient. Rod parameters are recommended, together with a method of loading and a system for use under field conditions.
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References
V. N. Beloborodov and T. G. Glotova, “Evaluating the elastic properties of the ground,”Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 6 (1998).
L. D. Landau and Ye. M. Lifshits,Theory of Elasticity [in Russian], Nauka, Moscow (1987).
Additional information
Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, Russia. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 1, pp. 107–113, January–February, 2000.
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Beloborodov, V.N., Glotova, T.G. Deriving system parameters for soil elasticity determination. J Min Sci 36, 91–96 (2000). https://doi.org/10.1007/BF02551146
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DOI: https://doi.org/10.1007/BF02551146