Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5029621 | Procedia Engineering | 2016 | 6 Pages |
Abstract
The paper presents the numerical modeling of stress-strain state of viscoelastic water-saturated grounds strengthened with a reinforced sandy pile. The FEM models software package was used for receiving numerical results. The results were compared with experimental data.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Tatyana Maltseva, Tatyana Saltanova, Anastasia Chernykh,