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Debernardi, D., Barla, G. (2009) New Viscoplastic Model for Design Analysis of Tunnels in Squeezing Conditions. Rock Mechanics and Rock Engineering, 42 (2). 259-288 doi:10.1007/s00603-009-0174-6

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Reference TypeJournal (article/letter/editorial)
TitleNew Viscoplastic Model for Design Analysis of Tunnels in Squeezing Conditions
JournalRock Mechanics and Rock Engineering
AuthorsDebernardi, D.Author
Barla, G.Author
Year2009 (April)Volume42
Issue2
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s00603-009-0174-6Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9369525Long-form Identifiermindat:1:5:9369525:7
GUID0
Full ReferenceDebernardi, D., Barla, G. (2009) New Viscoplastic Model for Design Analysis of Tunnels in Squeezing Conditions. Rock Mechanics and Rock Engineering, 42 (2). 259-288 doi:10.1007/s00603-009-0174-6
Plain TextDebernardi, D., Barla, G. (2009) New Viscoplastic Model for Design Analysis of Tunnels in Squeezing Conditions. Rock Mechanics and Rock Engineering, 42 (2). 259-288 doi:10.1007/s00603-009-0174-6
In(2009, April) Rock Mechanics and Rock Engineering Vol. 42 (2) Springer Science and Business Media LLC

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Bonini, M., Debernardi, D., Barla, M., Barla, G. (2009) The Mechanical Behaviour of Clay Shales and Implications on the Design of Tunnels. Rock Mechanics and Rock Engineering, 42 (2). 361-388 doi:10.1007/s00603-007-0147-6
Barla, G., Barla, M., Debernardi, D. (2010) New Triaxial Apparatus for Rocks. Rock Mechanics and Rock Engineering, 43 (2). 225-230 doi:10.1007/s00603-009-0076-7
Barla, Giovanni (2009) Editorial – Deep Tunnels: Issues in Rock Engineering. Rock Mechanics and Rock Engineering, 42 (2). 129-130 doi:10.1007/s00603-009-0179-1
Sterpi, D., Gioda, G. (2009) Visco-Plastic Behaviour around Advancing Tunnels in Squeezing Rock. Rock Mechanics and Rock Engineering, 42 (2). 319-339 doi:10.1007/s00603-007-0137-8
Barla, Giovanni (2009) Editorial. Rock Mechanics and Rock Engineering, 42 (4). 557-558 doi:10.1007/s00603-009-0059-8
Bonini, M., Lancellotta, G., Barla, G. (2013) State of Stress in Tunnel Lining in Squeezing Rock Conditions. Rock Mechanics and Rock Engineering, 46 (2). 405-411 doi:10.1007/s00603-012-0326-y
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Vlachopoulos, N., Diederichs, M. S. (2009) Improved Longitudinal Displacement Profiles for Convergence Confinement Analysis of Deep Tunnels. Rock Mechanics and Rock Engineering, 42 (2). 131-146 doi:10.1007/s00603-009-0176-4
Carranza-Torres, C. (2009) Analytical and Numerical Study of the Mechanics of Rockbolt Reinforcement around Tunnels in Rock Masses. Rock Mechanics and Rock Engineering, 42 (2). 175-228 doi:10.1007/s00603-009-0178-2
Hoek, E., Guevara, R. (2009) Overcoming Squeezing in the Yacambú-Quibor Tunnel, Venezuela. Rock Mechanics and Rock Engineering, 42 (2). 389-418 doi:10.1007/s00603-009-0175-5
Barla, G., Barla, M., Martinotti, M. E. (2010) Development of a New Direct Shear Testing Apparatus. Rock Mechanics and Rock Engineering, 43 (1). 117-122 doi:10.1007/s00603-009-0041-5
 
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