Design calculations of the modulus of deformation of non-dilatant argillaceous (clay) soil based on the theoretical solution for a head resistance of a sounding device are presented. The results of calculations for the data of static sounding are compared with those taken as standards of the Russian Federation; a completely satisfactory correspondence is shown.
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References
A. A. Grevtsev and V. G. Fedorovskii, "Formula for limiting pressure of cavity expansion and its practical application," Soil Mech. Found. Eng., 50(5), 179–186 (2013).
A. A. Grevtsev and V. G. Fedorovskii, "Calculation of the lateral resistance of a probe based on mechanical characteristics of the soil," Soil Mech. Found. Eng., 51(6), 263–267 (2015).
SP 22.13330.2016. Foundations of Buildings and Structures. Updated edition of SNiP 2.02.01-83* (2016).
MGSN 2.07-97. Foundation, Bases, and Subsoil Structures (1997).
SP 47.13330.2012. Design Surveys for Construction. Basic Provisions. Updated edition of SNiP 11-02-96 (2012).
GOST 20276-2012. Soils. Methods of Field Determination of Characteristics of Strength and Deformability (2012).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 8-10, November-December, 2019.
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Dimova, A.I., Dimov, I.L. The Possibility of Determining the Modulus of Deformation of Soil by the Head Resistance of the Sounding Device. Soil Mech Found Eng 56, 378–381 (2020). https://doi.org/10.1007/s11204-020-09618-7
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DOI: https://doi.org/10.1007/s11204-020-09618-7