THE CALCULATION OF THE REINFORCED CONCRETE WALLS OF THE RECEIVING CHAMBER UNDER CONDITIONS OF DEEP DEPRESSIONS IN THE GROUND

Authors

  • S. N. Sviridovich Belarusian national technical university, Minsk, Belarus, Belarus
  • D. V. Zhiharev Belarusian national technical university, Minsk, Belarus, Belarus
  • A. E. Chereshko Belarusian national technical university, Minsk, Belarus, Belarus

DOI:

https://doi.org/10.15802/stp2010/13324

Keywords:

monolithic reinforced concrete wall, payment, water intake chamber, load capacity, design

Abstract

The article is dealt with the description of the water reception chamber, load capacity calculation of its walls, and purposes of use of the construction.

Author Biographies

S. N. Sviridovich, Belarusian national technical university, Minsk, Belarus

S. N. Sviridovich

D. V. Zhiharev, Belarusian national technical university, Minsk, Belarus

D. V. Zhiharev

A. E. Chereshko, Belarusian national technical university, Minsk, Belarus

A. E. Chereshko

Published

2010-04-25

How to Cite

Sviridovich, S. N., Zhiharev, D. V., & Chereshko, A. E. (2010). THE CALCULATION OF THE REINFORCED CONCRETE WALLS OF THE RECEIVING CHAMBER UNDER CONDITIONS OF DEEP DEPRESSIONS IN THE GROUND. Science and Transport Progress, (32), 118–119. https://doi.org/10.15802/stp2010/13324

Issue

Section

TRANSPORT CONSTRUCTION