| 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 | 267 | 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 | 246 | 2013 |
| 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 | 190 | 2014 |
| 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 | 94 | 2014 |
| 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 | 82 | 2015 |
| 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 | 81 | 2016 |
| 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 | 75 | 2014 |
| The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method NA Do, D Dias, P Oreste, I Djeran-Maigre European Journal of Environmental and Civil Engineering 18 (4), 489-510, 2014 | 71 | 2014 |
| 2D numerical investigations of twin tunnel interaction NA Do, D Dias, P Oreste, I Djeran-Maigre Geomech. Eng 6 (3), 263-275, 2014 | 63 | 2014 |
| 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground NA Do, D Dias, P Oreste Environmental Earth Sciences 73, 2101-2113, 2015 | 62 | 2015 |
| Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground NA Do, D Dias, P Oreste Journal of Zhejiang University-Science A 11 (15), 896-913, 2014 | 58 | 2014 |
| Reliability of tunnel lining design using the hyperstatic reaction method HM Kroetz, NA Do, D Dias, AT Beck Tunnelling and Underground Space Technology 77, 59-67, 2018 | 55 | 2018 |
| Behavior of noncircular tunnels excavated in stratified rock masses–Case of underground coal mines NA Do, D Dias, TT Tran, VD Dao, PN Nguyen Journal of Rock Mechanics and Geotechnical Engineering 11 (1), 99-110, 2019 | 52 | 2019 |
| A comparison of 2D and 3D numerical simulations of tunnelling in soft soils NA Do, D Dias Environmental Earth Sciences 76 (3), 102, 2017 | 41 | 2017 |
| 3D modelling for mechanized tunnelling in soft ground-Influence of the constitutive model MTIN SOFT American journal of applied sciences 10 (8), 863-875, 2013 | 39 | 2013 |
| Impact of pre-existent Qanats on ground settlements due to mechanized tunneling MRB Golpasand, NA Do, D Dias Transportation Geotechnics 21, 100262, 2019 | 35 | 2019 |
| Impact of blasting at tunnel face on an existing adjacent tunnel VK Dang, D Dias, NA Do, TH Vo GEOMATE Journal 15 (47), 22-31, 2018 | 34 | 2018 |
| Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method NA Do, D Dias, P Oreste, I Djeran-Maigre Soil Dynamics and Earthquake Engineering 79, 108-117, 2015 | 32 | 2015 |
| Tunnel lining design in multi-layered grounds NA Do, D Dias Tunnelling and Underground Space Technology 81, 103-111, 2018 | 28 | 2018 |
| Numerical analyses of segmental tunnel lining under static and dynamic loads NA Do INSA de Lyon, 2014 | 28 | 2014 |
Daniel DiasProfessor of Geotechnical Engineering, Grenoble Alpes University, Laboratory 3SR, Polytech GrenobleAdresse e-mail validée de univ-grenoble-alpes.fr
