Finite element modeling of the joint action of flow slide and protective structure
Introduction. In the context of the problem of plane deformation, a finite-element model of a natural landslide slope is developed. It allows for the joint work of a flow slide and a protective engineering structure. The Drucker-Prager model is used to take into account the physical nonlinearity of...
Saved in:
Main Authors: | Р. Р. Gaidzhurov, N. А. Saveleva, V. А. Dyachenkov |
---|---|
Format: | Article |
Language: | Russian |
Published: |
Don State Technical University
2021-09-01
|
Series: | Advanced Engineering Research |
Subjects: | |
Online Access: | https://www.vestnik-donstu.ru/jour/article/view/1773 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical simulation of the behavior of kinematically unstable slopes under dynamic influences
by: P. P Gaidzhurov, et al.
Published: (2022-01-01) -
A Simulation of the Densification Process of NdFeB Bulks by a Modified Drucker–Prager Cap Model
by: Tao Song, et al.
Published: (2025-06-01) -
ACTIVITY OF THE LANDSLIDE ZONES OF THE STAVROPOL UPLAND
by: V. V. Razumov, et al.
Published: (2022-07-01) -
HAZARD AND ACTIVITY OF LANDSLIDES ON THE TERRITORY OF THE CAUCASIAN MINERAL WATERS
by: V. V. Razumov, et al.
Published: (2022-07-01) -
Activity of the Landslide Zones in the Kuban Plain (Stavropol Krai)
by: V. V. Razumov, et al.
Published: (2022-07-01)