 | | Mechanics of Solids
A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936 |
Archive of Issues
| Total articles in the database: | | 12854 |
| In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8044
|
| In English (Mech. Solids): | | 4810 |
|
| << Previous article | Volume 54, Issue 6 / 2019 | Next article >> |
| P.V. Loginov, Z.R. Salikhova, and K.S. Sultanov, "Experimental and Theoretical Method for Determining Mechanical Characteristics of Soils under Dynamic Loads," Mech. Solids. 54 (6), 915-928 (2019) |
| Year |
2019 |
Volume |
54 |
Number |
6 |
Pages |
915-928 |
| DOI |
10.3103/S0025654419060074 |
| Title |
Experimental and Theoretical Method for Determining Mechanical Characteristics of Soils under Dynamic Loads |
| Author(s) |
P.V. Loginov (Institute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev of the Academy of Sciences of the Republic of Uzbekistan, Durmon yuli 33, Tashkent, 100125 Uzbekistan)
Z.R. Salikhova (Institute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev of the Academy of Sciences of the Republic of Uzbekistan, Durmon yuli 33, Tashkent, 100125 Uzbekistan)
K.S. Sultanov (Institute of Mechanics and Seismic Stability of Structures named after M.T. Urazbaev of the Academy of Sciences of the Republic of Uzbekistan, Durmon yuli 33, Tashkent, 100125 Uzbekistan, sultanov.karim@mail.ru) |
| Abstract |
The results of laboratory experiments on the dynamic compression of loess soil samples at a falling weight deflectometer (FWD) are presented. From the results of the experiments, preliminary values of the mechanical characteristics of soils are determined. A numerical solution of the wave problem, the statement of which is identical to the experiment conditions is obtained. Based on the analysis of the results of numerical solution of the wave problem, the conditions for the quasistatic deformation of soil under dynamic loading in the experiment are obtained. By comparing the results of the experiment and numerical calculations and using successive approximation, the refined values of the mechanical characteristics of loess soil are determined on the basis of an elastoviscoplastic model of soil deformation. |
| Keywords |
soil, mechanical characteristics, viscosity, plasticity, waves, quasistaticity, experiment, stress, deformation, soil model, numerical methods |
| Received |
29 July 2018 |
| Link to Fulltext |
|
| << Previous article | Volume 54, Issue 6 / 2019 | Next article >> |
|
 If you find a misprint on a webpage, please help us correct it promptly - just highlight and press Ctrl+Enter
|
|
Russian 
English