IMPROVING THE RELIABILITY OF UNDERGROUND METAL AND CONCRETE PIPES

Authors

  • Yu. V. Beliavskyi Odessa state Academy of construction and architecture, Ukraine
  • O. V. Mashytun Odessa state Academy of construction and architecture, Ukraine

DOI:

https://doi.org/10.15802/stp2005/19993

Keywords:

metal pipes, reinforced concrete pipes, culverts, deformation

Abstract

The analysis of work of the system «high filling – water-carrying pipe – the base» reveals the causes of stretch deformation alone the pipe axis, deflection of the pipe body in relation to its heads, etc. For solution of these problems new designs of water-carrying pipes have been suggested.

Author Biographies

Yu. V. Beliavskyi, Odessa state Academy of construction and architecture

Yu. V. Beliavskyi

O. V. Mashytun, Odessa state Academy of construction and architecture

O. V. Mashytun

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Published

2005-12-25

How to Cite

Beliavskyi, Y. V., & Mashytun, O. V. (2005). IMPROVING THE RELIABILITY OF UNDERGROUND METAL AND CONCRETE PIPES. Science and Transport Progress, (9), 146–148. https://doi.org/10.15802/stp2005/19993

Issue

No. 9 (2005): ISSUE 9

Section

TRANSPORT CONSTRUCTION

License

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