Effect of the Umbrella Arch Technique Modelled as a Homogenized Area above a Cross Passage
Author:
Affiliation:
1. LEEGO Laboratory of Civil Engineering Faculty, USTHB Bab Ezzouar, Algiers 16000, Algeria
2. Faculty of Architecture and Civil Engineering, TU Dortmund University, 44227 Dortmund, Germany
Abstract
Publisher
MDPI AG
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Link
https://www.mdpi.com/2076-3417/13/3/1588/pdf
Reference30 articles.
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2. Peila, D., and Pelizza, S. (2005). Ground Reinforcing for Tunneling the Example of Steel Pipe Umbrella. ITA-AITES Train. Course Istanb.
3. Volkmann, G., and Schubert, W. (2004, January 7–9). A Contribution to the Effect and Behavior of Pipe Roof Supports. Proceedings of the 53rd Geomechanics Colloquy and EUROCK, Salzburg, Austria.
4. Numerical analyses in the design of umbrella arch systems;Oke;J. Rock Mech. Geotech. Eng.,2004
5. A simple analytical approach to simulate the arch umbrella supporting system in deep tunnels based on convergence confinement method;Ranjbarnia;Tunn. Undergr. Space Technol.,2018
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