Analysis of structural interaction in tunnels using the covergence–confinement approach PP Oreste Tunnelling and Underground Space Technology 18 (4), 347-363, 2003 | 286 | 2003 |
Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground NA Do, D Dias, P Oreste, I Djeran-Maigre Tunnelling and Underground Space Technology 42, 40-51, 2014 | 251 | 2014 |
2D numerical investigation of segmental tunnel lining behavior NA Do, D Dias, P Oreste, I Djeran-Maigre Tunnelling and Underground Space Technology 37, 115-127, 2013 | 232 | 2013 |
Experimental and numerical studies on rock breaking with TBM tools under high stress confinement N Innaurato, C Oggeri, PP Oreste, R Vinai Rock Mechanics and Rock Engineering 40, 429-451, 2007 | 223 | 2007 |
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern NA Do, D Dias, P Oreste, I Djeran-Maigre Acta Geotechnica 9, 673-694, 2014 | 172 | 2014 |
A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports PP Oreste Tunnelling and Underground space technology 22 (2), 185-205, 2007 | 148 | 2007 |
Back-analysis techniques for the improvement of the understanding of rock in underground constructions P Oreste Tunnelling and Underground Space Technology 20 (1), 7-21, 2005 | 145 | 2005 |
The convergence-confinement method: roles and limits in modern geomechanical tunnel design P Oreste American Journal of Applied Sciences 6, 757-771, 2009 | 126 | 2009 |
Subsurface geological-geotechnical modelling to sustain underground civil planning F De Rienzo, P Oreste, S Pelizza Engineering geology 96 (3-4), 187-204, 2008 | 122 | 2008 |
A procedure for determining the reaction curve of shotcrete lining considering transient conditions PP Oreste Rock Mechanics and Rock Engineering 36, 209-236, 2003 | 102 | 2003 |
Stabilisation of the excavation face in shallow tunnels using fibreglass dowels PP Oreste, D Dias Rock mechanics and rock engineering 45, 499-517, 2012 | 99 | 2012 |
Radial passive rockbolting in tunnelling design with a new convergence-confinement model PP Oreste, D Peila International journal of rock mechanics and mining sciences & geomechanics …, 1996 | 95 | 1996 |
Prediction of penetration per revolution in TBM tunneling as a function of intact rock and rock mass characteristics A Benato, P Oreste International Journal of Rock Mechanics and Mining Sciences 74, 119-127, 2015 | 91 | 2015 |
A new numerical approach to the hyperstatic reaction method for segmental tunnel linings NA Do, D Dias, P Oreste, I Djeran‐Maigre International Journal for Numerical and Analytical Methods in Geomechanics …, 2014 | 85 | 2014 |
A probabilistic design approach for tunnel supports P Oreste Computers and Geotechnics 32 (7), 520-534, 2005 | 84 | 2005 |
Modelling progressive hardening of shotcrete in convergence-confinement approach to tunnel design PP Oreste, D Pella Tunnelling and Underground Space Technology 12 (3), 425-431, 1997 | 84 | 1997 |
3D numerical investigation of mechanized twin tunnels in soft ground–Influence of lagging distance between two tunnel faces NA Do, D Dias, P Oreste Engineering Structures 109, 117-125, 2016 | 79 | 2016 |
2D numerical investigation of segmental tunnel lining under seismic loading NA Do, D Dias, P Oreste, I Djeran-Maigre Soil Dynamics and Earthquake Engineering 72, 66-76, 2015 | 73 | 2015 |
2D tunnel numerical investigation: the influence of the simplified excavation method on tunnel behaviour NA Do, D Dias, P Oreste, I Djeran-Maigre Geotechnical and Geological Engineering 32, 43-58, 2014 | 69 | 2014 |
Elasto‐plastic analytical model for the design of grouted bolts in a Hoek–Brown medium RR Osgoui, P Oreste International journal for numerical and analytical methods in geomechanics …, 2010 | 68 | 2010 |