Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Behzad Dastjerdy"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 2, Pp 345-364 (2024)
Geomechanical parameters of intact metamorphic rocks determined from laboratory testing remain highly uncertain because of the great intrinsic variability associated with the degrees of metamorphism. The aim of this paper is to develop a proper metho
Externí odkaz:
https://doaj.org/article/ca631aed1a0a48b991249cd3a5c6d2dd
Publikováno v:
Geotechnics, Vol 3, Iss 2, Pp 375-396 (2023)
The reliability of geomechanical models and engineering designs depend heavily on high-quality data. In geomechanical projects, collecting and analyzing laboratory data is crucial in characterizing the mechanical properties of soils and rocks. Howeve
Externí odkaz:
https://doaj.org/article/2208c803b524456f8d825c9511188069
Publikováno v:
Geomechanics and Geoengineering. 16:182-197
This study presents the numerical modelling of tunnel segments under thrust loads of an EPB shielded TBM that utilised in Tabriz metro, Iran. Finite element analysis was used for 3D numerical inves...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e097d5194e4f475abab7ab701172f9bc
https://doi.org/10.1080/17486025.2019.1648884
https://doi.org/10.1080/17486025.2019.1648884
Publikováno v:
Geotechnical and Geological Engineering. 36:1959-1974
This paper presents numerical models of tunnel segments with respect to the steel rebars using a finite element method under TBM thrust jack referring to the Tabriz metro line 2. The analyses have been carried out in five different steps. Numerical m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35c3e7ad80d85697770af2c04ef5e653
https://doi.org/10.1007/s10706-017-0439-x
https://doi.org/10.1007/s10706-017-0439-x