Source: Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, SOLO ARENOSO, TÚNEIS, GEOTECNIA
ABNT
VITALI, Felipe Paiva Magalhães et al. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, v. 154, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.tust.2024.106104. Acesso em: 09 dez. 2024.APA
Vitali, F. P. M., Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2024). Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 154, 1-15. doi:10.1016/j.tust.2024.106104NLM
Vitali FPM, Vitali OPM, Celestino TB, Bobet A. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions [Internet]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. 2024 ; 154 1-15.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.1016/j.tust.2024.106104Vancouver
Vitali FPM, Vitali OPM, Celestino TB, Bobet A. Numerical analysis of relative density effects on shallow TBM tunnel excavation: ground behavior and principal strains at surface in greenfield conditions [Internet]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research. 2024 ; 154 1-15.[citado 2024 dez. 09 ] Available from: http://dx.doi.org/10.1016/j.tust.2024.106104