State of Stress in Tunnel Lining in Squeezing Rock Conditions

Author:

Bonini M.,Lancellotta G.,Barla G.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. ASTM E 837 (2002) Standard test method for determining residual stresses by the hole-drilling strain-gage method

2. Barla G. (2009) Innovative tunneling construction method to cope with squeezing at the Saint Martin La Porte access adit (Lyon-Turin Base Tunnel). In: Eurock 2009 rock engineering in difficult ground conditions—soft rocks and karst, Dubrovnik, Croatia, 29–30 October 2009, pp 15–24

3. Barla G, Rossi PP (1983) Stress measurement in tunnel linings. In: International symposium on field measurements in geomechanics, Zürich, September 5–8

4. Barla G, Bonini M, Semeraro M (2010a) Performance monitoring and analysis of a yield-control support system in squeezing rock. In: Zhao J, Labiouse V, Dudt J-P, Mathier J-F (eds) Rock mechanics in civil and environmental engineering. CRC Press/Balkema, Eurock 2010, Lausanne, Switzerland, 15–18 June 2010, pp 459–462, ISBN: 9780415586542

5. Barla G, Bonini M, Debernardi D (2010b) Time dependent deformations in squeezing tunnels. Int J Geoeng Case Hist 2(1):40–65. doi: 10.4417/IJGCH-02-01-03 , http://casehistories.geoengineer.org

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