Full Article: PDF
Scientific Object Identifier: http://s-o-i.org/1.1/TAS-05-109-86
DOI: https://dx.doi.org/10.15863/TAS.2022.05.109.86
Language: Russian
Citation: Azbergen, M. I. (2022). Taking into account the working conditions of soils when calculating the precipitation of bases. ISJ Theoretical & Applied Science, 05 (109), 884-887. Soi: http://s-o-i.org/1.1/TAS-05-109-86 Doi: https://dx.doi.org/10.15863/TAS.2022.05.109.86 |
Pages: 884-887
Published: 30.05.2022
Abstract: The method of calculating the precipitation of the bases under different operating conditions of their soils is given. The general ambiguous relationship between stresses and deformations in the ground for these conditions is reflected by the nonlinearity parameter determined during standard triaxial tests along the "crushing" trajectory.
Key words: soil, standard triaxial tests, stress, deformation, nonlinearity parameter, soil deformation modulus.
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