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.
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Sciendo
2016-03-01
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| Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
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| Online Access: | http://www.degruyter.com/view/j/tvsb.2016.16.issue-1/tvsb-2016-0002/tvsb-2016-0002.xml?format=INT |
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doaj-62de212fefcc4b7b844d39ea542bf37b2020-11-25T01:03:31ZengSciendoTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242016-03-0116171410.1515/tvsb-2016-0002tvsb-2016-0002The Analysis of the Tunnel with the Middle Soil-Based WallKikava Temuri R.0Engineering and Construction Department, Faculty of Technologies, Batumi Shota Rustaveli State University, 35 Ninoshvili, 6010 Batumi, GeorgiaThe 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.http://www.degruyter.com/view/j/tvsb.2016.16.issue-1/tvsb-2016-0002/tvsb-2016-0002.xml?format=INTFrameground pressureunderground structurereinforced concretelinearly-deformed basis |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Kikava Temuri R. |
| spellingShingle |
Kikava Temuri R. The Analysis of the Tunnel with the Middle Soil-Based Wall Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series Frame ground pressure underground structure reinforced concrete linearly-deformed basis |
| author_facet |
Kikava Temuri R. |
| author_sort |
Kikava Temuri R. |
| title |
The Analysis of the Tunnel with the Middle Soil-Based Wall |
| title_short |
The Analysis of the Tunnel with the Middle Soil-Based Wall |
| title_full |
The Analysis of the Tunnel with the Middle Soil-Based Wall |
| title_fullStr |
The Analysis of the Tunnel with the Middle Soil-Based Wall |
| title_full_unstemmed |
The Analysis of the Tunnel with the Middle Soil-Based Wall |
| title_sort |
analysis of the tunnel with the middle soil-based wall |
| publisher |
Sciendo |
| series |
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
| issn |
1804-4824 |
| publishDate |
2016-03-01 |
| description |
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. |
| topic |
Frame ground pressure underground structure reinforced concrete linearly-deformed basis |
| url |
http://www.degruyter.com/view/j/tvsb.2016.16.issue-1/tvsb-2016-0002/tvsb-2016-0002.xml?format=INT |
| work_keys_str_mv |
AT kikavatemurir theanalysisofthetunnelwiththemiddlesoilbasedwall AT kikavatemurir analysisofthetunnelwiththemiddlesoilbasedwall |
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1725200881926799360 |