3D finite element modelling optimization for deep tunnels with material nonlinearity OPM Vitali, TB Celestino, A Bobet Underground Space 3 (2), 125-139, 2018 | 38 | 2018 |
Analytical solution for tunnels not aligned with geostatic principal stress directions OPM Vitali, TB Celestino, A Bobet Tunnelling and Underground Space Technology 82, 394-405, 2018 | 36 | 2018 |
Analytical Solution for a Deep Circular Tunnel in Anisotropic Ground and Anisotropic Geostatic Stresses OPM Vitali, TB Celestino, A Bobet Rock Mechanics and Rock Engineering 53, 3859–3884, 2020 | 24 | 2020 |
Shallow tunnels misaligned with geostatic principal stress directions: Analytical solution and 3D face effects OPM Vitali, TB Celestino, A Bobet Tunnelling and Underground Space Technology 89, 268-283, 2019 | 22 | 2019 |
Buoyancy effect on shallow tunnels OPM Vitali, TB Celestino, A Bobet International Journal of Rock Mechanics and Mining Sciences 114, 1-6, 2019 | 18 | 2019 |
Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil OPM Vitali, TB Celestino, A Bobet Underground Space 7 (1), 1-18, 2022 | 15 | 2022 |
Efeito da composição de misturas de solo-cimento nos parâmetros de rigidez e de resistência OPM Vitali MSc thesis, University of Porto, Porto, Portugal, 2008 | 14 | 2008 |
Shallow tunnel not aligned with the geostatic principal stress directions OPM Vitali, TB Celestino, A Bobet Geo-Congress 2019: Soil Erosion, Underground Engineering, and Risk …, 2019 | 11 | 2019 |
New modeling approach for tunnels under complex ground and loading conditions OPM Vitali, TB Celestino, A Bobet Soils and Rocks 44 (1), 1-8, 2021 | 8 | 2021 |
Progressive failure due to tunnel misalignment with geostatic principal stresses OPM Vitali, TB Celestino, A Bobet Proceedings of ISRM 14th International Congress on Rock Mechanics, 2292-2299, 2019 | 8 | 2019 |
Desenvolvimento de um sistema para realização de ensaios sísmicos Down-Hole em conjunto com o CPT OPM Vitali MSc thesis, São Carlos School of Engineering, University of São Paulo, SP …, 2011 | 8 | 2011 |
3D face effects of tunnels misaligned with the principal directions of material and stress anisotropy OPM Vitali, TB Celestino, A Bobet Tunnelling and Underground Space Technology 122, 104347, 2022 | 7 | 2022 |
Tunnel misalignment with geostatic principal stress directions in anisotropic rock masses OPM Vitali, TB Celestino, A Bobet Soils and Rocks 43 (1), 123-138, 2020 | 7 | 2020 |
Developing a system for down-hole seismic testing together with the CPTU OPM Vitali, RAA Pedrini, LPR Oliveira, HL Giacheti Soils and Rocks 35 (1), 75-87, 2012 | 7 | 2012 |
Deformation patterns and 3D face effects on tunnels misaligned with the geostatic principal stresses in isotropic and anisotropic rock masses OPM Vitali, A Bobet, TB Celestino 54th US Rock Mechanics/Geomechanics Symposium, 2020 | 6 | 2020 |
Behavior of tunnels excavated with dip and against dip OPM Vitali, TB Celestino, A Bobet Underground Space 6 (6), 709-717, 2021 | 5 | 2021 |
Cyclic and Monotonic Behavior of Onshore Wind Turbine Foundation Systems in Cohesionless Ground OPM Vitali, M Nassim, Y Khasawneh Geo-Congress 2022, 228-237, 2022 | 3 | 2022 |
An enhanced P&H tensionless pier foundation for onshore wind turbines OPM Vitali, M Nassim, Y Khasawneh 46th Annual Conference on Deep Foundations (DFI 2021), 656-665, 2021 | 2 | 2021 |
Cyclic degradation on wind turbine foundations in cohesive soils OPM Vitali, M Nassim, Y Khasawneh 46th Annual Conference on Deep Foundations (DFI 2021), 666-675, 2021 | 2 | 2021 |
Tunnel Behavior Under Complex Anisotropic Conditions OPM Vitali PhD dissertation, Lyles School of Civil Engineering, Purdue University, IN …, 2020 | 2 | 2020 |