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Osvaldo Paiva Magalhães Vitali
Osvaldo Paiva Magalhães Vitali
Assistant Professor at the University of Hawaii at Manoa
Verified email at hawaii.edu
Title
Cited by
Cited by
Year
3D finite element modelling optimization for deep tunnels with material nonlinearity
OPM Vitali, TB Celestino, A Bobet
Underground Space 3 (2), 125-139, 2018
382018
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
362018
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
242020
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
222019
Buoyancy effect on shallow tunnels
OPM Vitali, TB Celestino, A Bobet
International Journal of Rock Mechanics and Mining Sciences 114, 1-6, 2019
182019
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
152022
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
142008
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
112019
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
82021
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
82019
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
82011
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
72022
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
72020
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
72012
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
62020
Behavior of tunnels excavated with dip and against dip
OPM Vitali, TB Celestino, A Bobet
Underground Space 6 (6), 709-717, 2021
52021
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
32022
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
22021
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
22021
Tunnel Behavior Under Complex Anisotropic Conditions
OPM Vitali
PhD dissertation, Lyles School of Civil Engineering, Purdue University, IN …, 2020
22020
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