The analysis of the tunnel with the middle soil-based wall
Loading...
Downloads
3
Date issued
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Vysoká škola báňská - Technická univerzita Ostrava
Location
Signature
Abstract
The methods for analysis of the ferroconcrete construction for a particular case are proposed in
the present work. The underground construction is considered and analyzed as a double-drift frame
situated on linearly-deformed basis. The formulas of analysis are given herein.
Description
Subject(s)
frame, ground pressure, underground structure, reinforced concrete, linearly-deformed basis
Citation
Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 25-32 : il.