Email this article Limit Values of Additional Deformations of Pressure Pipeline Foundations
- Authors: Isaev O.N.1, Sharafutdinov R.F.1
-
Affiliations:
- N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
- Issue: Vol 53, No 6 (2017)
- Pages: 391-397
- Section: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244067
- DOI: https://doi.org/10.1007/s11204-017-9418-8
- ID: 244067
Cite item
Open Access
Access granted
Subscription Access
Abstract
The possible limit states and required test calculations of existing underground pressure pipelines located in the impact zones of construction are listed. Methods of determining and nomograms for picking the limit deformations of the foundations of existing underground pressure pipelines in the presence of underground construction are presented.
About the authors
O. N. Isaev
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Russian Federation, Moscow
R. F. Sharafutdinov
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Russian Federation, Moscow
Supplementary files
