The interaction between yielding supports and squeezing ground L Cantieni, G Anagnostou Tunnelling and Underground Space Technology 24 (3), 309-322, 2009 | 149 | 2009 |
The effect of the stress path on squeezing behavior in tunneling L Cantieni, G Anagnostou Rock mechanics and rock engineering 42, 289-318, 2009 | 123 | 2009 |
Design and analysis of yielding support in squeezing ground G Anagnostou, L Cantieni ISRM Congress, ISRM-11CONGRESS-2007-181, 2007 | 75 | 2007 |
Interpretation of core extrusion measurements when tunnelling through squeezing ground L Cantieni, G Anagnostou, R Hug Rock mechanics and rock engineering 44 (6), 641-670, 2011 | 37 | 2011 |
On a paradox of elasto-plastic tunnel analysis L Cantieni, G Anagnostou Rock mechanics and rock engineering 44 (2), 129-147, 2011 | 31 | 2011 |
Spatial effects in tunnelling through squeezing ground L Cantieni vdf Hochschulverlag AG, 2011 | 13 | 2011 |
Lake Mead Intake No 3 Tunnel: Geotechnical Aspects of TBM Operation G Anagnostou, L Cantieni, M Ramoni, A Nicola North American Tunneling 2010 Proceedings, 125, 2010 | 13 | 2010 |
On the variability of squeezing in tunneling L Cantieni, G Anagnostou ISRM Congress, ISRM-11CONGRESS-2007-216, 2007 | 13 | 2007 |
Face stability assessment for the Lake Mead Intake No 3 tunnel G Anagnostou, L Cantieni, A Nicola, M Ramoni Tunnel Vision Towards 2020, 2010 | 10 | 2010 |
Report on behalf of AlpTransit AG: Felsmechanische Laborversuche Los 378—Schlussbericht—AlpTransit Gotthard Basistunnel, Teilabschnitt Sedrun. ETH Zurich G Anagnostou, E Pimentel, L Cantieni Institute for Geotechnical Engineering. Chair of Underground Construction …, 2008 | 9 | 2008 |
AlpTransit Gotthard Basistunnel Teilabschnitt Sedrun, Felsmechanische Laborversuche Los 378 Schlussbericht G Anagnostou, E Pimentel, L Cantieni Inst. für Geotechnik, ETH Zürich, 2008 | 7 | 2008 |
AlpTransit Gotthard Basistunnel Teilabschnitt Sedrun, Felsmechanische Laborversuche Los 378 G Anagnostou, E Pimentel, L Cantieni Schlussbericht, 2008 | 6 | 2008 |
Study into the TBM jamming hazard in Opalinus clay AN Nordas, M Natale, G Anagnostou, L Cantieni Expanding Underground-Knowledge and Passion to Make a Positive Impact on the …, 2023 | 5 | 2023 |
Gibraltar strait fixed link: Tunnel project Experimental investigations on the strength and deformability of Breccia material Report Nr. 6 (Samples Z01 and Z11) G Anagnostou, E Pimentel, L Cantieni Institutsberichte 91306, 2009 | 3 | 2009 |
Design considerations for deep caverns in Opalinus Clay D Morosoli, G Anagnostou, L Cantieni Expanding Underground-Knowledge and Passion to Make a Positive Impact on the …, 2023 | 2 | 2023 |
L'importanza degli effetti tridimensionali in prossimità del fronte di scavo. G Anagnostou, L Cantieni, M Ramoni Rocksoil's 30th Anniversary Conference - 30 anni di Rocksoil – L'evoluzione …, 2011 | 2 | 2011 |
Resolution of a Paradox of Elasto-Plastic Tunnel Analysis L Cantieni, G Anagnostou ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-11-582, 2011 | 1 | 2011 |
About the advancing face – Spatial effects in tunnel engineering G Anagnostou, L Cantieni, M Ramoni The Evolution of Design and Construction Approaches in the Field of …, 2009 | 1 | 2009 |
On the short-term response of Opalinus Clay to tunnelling L Cantieni, AN Nordas, D Morosoli, G Anagnostou ISRM Congress, ISRM-15CONGRESS-2023-062, 2023 | | 2023 |
Construction of Emplacement Drifts for High Level Waste in Opalinus Clay: Requirements and Constructability T Fries, G Anagnostou, L Cantieni, P Zuidema, A Vrakas, L TeKamp, ... Book of Abstracts, 199-201, 2017 | | 2017 |