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The Analysis of the Tunnel with the Middle Soil - Based Wall

Joanna Bzowka
Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series
2016, Volume 16, Issue 1, Pages 7-14
Doi: 10.1515/tvsb-2016-0002
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.
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