CIRCULAR UNDERGROUND PIPE STABILITY ANALYSIS
- Authors: Vasil'ev AI1, Golyshev AI2
-
Affiliations:
- InstitutPrirodoobustroystvaim. A.N. Kostyakova, Moscow
- Issue: No 1 (2015)
- Pages: 43-46
- Section: Articles
- URL: https://journals.rudn.ru/structural-mechanics/article/view/10930
Cite item
Full Text
Abstract
During 100-year history of Structural Analysis Chair (1913-2013) of Moscow land rec- lamation Institute-of Moscow institute of water economy engineers-of Moscow land reclama- tion Institute-of MSUEE a great attention was devoted to behavior of underground pipes ana- lysis. Along with natural and laboratory underground pipes tests sometimes up to a crash, methods were developed to analyze behavior of underground pipes. Continuing this tradition a method is proposed to determine a critical load for circular underground pipe taking into ac- count passive ground pressure free zone. Results are compared and recommendations for sta- bility analysis of circular underground pipe are worked out
About the authors
A I Vasil'ev
InstitutPrirodoobustroystvaim. A.N. Kostyakova, Moscow
Email: vasil-aleks@mail.ru
A I Golyshev
Email: aigolyshev@mail.ru