Investigating Steel Honeycomb Structure as Yielding Support Element for Tunnelling in Uneven Squeezing Ground

Author:

Liang Weiming,Yang DiansenORCID,Tian Hongming,Bian Hanbing

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Reference51 articles.

1. Anagnostou G, Cantieni L (2007) Design and analysis of yielding support in squeezing ground. In: 11th Congress of the International Society for Rock Mechanics, Lisbon, 829–832.

2. Asef M, Reddish D, Lloyd P (2000) Rock–support interaction analysis based on numerical modelling. Geotech Geol Engg 18:23–37. https://doi.org/10.1023/A:1008968013995

3. Barla G (2009) Innovative tunneling construction method to cope with squeezing at the Saint Martin La Porte access adit (Lyon-Turin Base Tunnel). ISRM EUROCK. ISRM-EUROCK-2009–002. 2009

4. Batocchioni, L, Rodríguez, VAG, Miliziano S (2023) Soil-structure interaction of preliminary deformable lining for conventional tunnel in squeezing conditions using HiDSte elements. In: Paper Presented at the 15th ISRM Congress, Salzburg, Austria

5. Baumann L, Zischinsky U (1994) Neue Lose- und Ausbautechniken zur maschinellen Fertigung von Tunneln in druckhaftem Fels. Felsbau 12(1):25–29

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