Enviar artigo por via de e-mail Limit Values of Additional Deformations of Pressure Pipeline Foundations
- Autores: Isaev O.N.1, Sharafutdinov R.F.1
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Afiliações:
- N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
- Edição: Volume 53, Nº 6 (2017)
- Páginas: 391-397
- Seção: Design
- URL: https://journal-vniispk.ru/0038-0741/article/view/244067
- DOI: https://doi.org/10.1007/s11204-017-9418-8
- ID: 244067
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Resumo
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.
Sobre autores
O. Isaev
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Rússia, Moscow
R. Sharafutdinov
N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Scientific-Research Center Stroitel’stvo JSC
Email: smfe@mail.ru
Rússia, Moscow
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