The Analysis of the Tunnel with the Middle Soil-Based Wall
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.
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2016-03-01
|
| Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/tvsb.2016.16.issue-1/tvsb-2016-0002/tvsb-2016-0002.xml?format=INT |