Numerical Analysis of the Relationship between the Strains of Buried Pipelines and Ground Surface
We present a version of the numerical analysis of the relationship between maximum strains on the ground surface and in an underground pipeline based on the results of solving the corresponding problem of the stress–strain state that arises as a result of the appearance of cavities of different geometries in the soil mass.
Authors
- Andrey Yu. Fedorov (ORCID: https://orcid.org/0000-0001-8239-3386)
Institutions
- Institute of Continuous Media Mechanics (RU)
Publication Details
- Journal
- Bulletin of the Russian Academy of Sciences Physics
- Published
- 2025-11-24
- DOI
- https://doi.org/10.1134/s1062873825714059
- Primary Topic
- Geotechnical Engineering and Underground Structures
- Type
- article
- Field-Weighted Citation Impact
- 0.00