| Issue |
MATEC Web Conf.
Volume 265, 2019
International Geotechnical Symposium “Geotechnical Construction of Civil Engineering & Transport Structures of the Asian-Pacific Region” (GCCETS 2018)
|
|
|---|---|---|
| Article Number | 04008 | |
| Number of page(s) | 5 | |
| Section | Soil Behavior and Geomechanics | |
| DOI | https://doi.org/10.1051/matecconf/201926504008 | |
| Published online | 30 January 2019 | |
Criterion assessment of soil transport structure stability
1
Pasific Natrional University, 136 Tikhookeanskaya st., Khabarovsk, 680035, Russia
2
Far Eastern Transport State University, 47 Seryshev st., Khabarovsk, 680021, Russia
* Corresponding author: ceo_mike@mail.ru
This paper considers features in forming stress -strain state (SSS) and stability of soil transport structures (cut and embankment) on the basis of calculation with the certified finite element method (FEM) GenIDE32. Numerical calculations make it possible to see the whole process of modeling organization of a soil structure: places where “plasticity” zones appear and develop, gradual formation of a landslide body. The analysis of SSS uses graphs of changes of SSS trajectories in the space of invariants of stress tensor σij and relative deformations εij in important nods and finite elements located at the sliding lines. At each step of modeling stability of depression or embankment is evaluated. Many signs indicate the termination of the landslide body formation. Noted in figures and graphs evolution of a landslide prism allows one to understand where the system is from the condition at which the landslide body formed: kstmin=1,00±0,02≈[kst]=1,00.
© The Authors, published by EDP Sciences, 2019
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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