Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Majid Taromi"'
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 5, Iss 2, Pp 123-136 (2020)
Utilizing of fiberglass nail in the face of tunnel is one of the economical and effective pre-support methods for increasing stability and control of settlement in weak grounds and tunnels with extended level and increase of ground mechanical strengt
Externí odkaz:
https://doaj.org/article/19536bf9d29c471bb5626e68f17dedb2
Publikováno v:
Acta Polytechnica, Vol 59, Iss 5, Pp 435-447 (2019)
The construction of tunnel portals in mountainous or slope areas often involves problems, which are closely related to factors, such as slope topography, geology, geotechnics, construction geometry and the tunnel excavation method. The activation of
Externí odkaz:
https://doaj.org/article/c43633bb8cf34a7fb65c83be5199ef60
Autor:
Majid Taromi, Abbas Eftekhari
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 52, Iss 2, Pp 149-160 (2018)
The 10.6 km long Sabzkuh water conveyance tunnel is currently under construction in High Zagros structural zone, located in western Iran, has used conventional (in section T1) and mechanized (in section T2) methods. The section T1 of the tunnel drive
Externí odkaz:
https://doaj.org/article/6b86a9f5200f424c9a19bf09b10a2ab5
Autor:
Majid Taromi, Amir Hosein Eghbali
Publikováno v:
پژوهشهای زیرساختهای عمرانی, Vol 3, Iss 1, Pp 39-49 (2017)
Tunneling in the Zagros region of Iran has been endangered by many geological complications. Many faults, landslides, groundwater levels are among the hazards that affect the tunneling process. The Sabzkuh - Choghakhhor Water Transfer Tunnel is about
Externí odkaz:
https://doaj.org/article/3cd72e53e2424e3d82ddc4399b97f896
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 48, Iss 1, Pp 69-79 (2014)
Slope stability analysis is a geotechnical engineering problem characterized by many sources ofuncertainty. In slope stability computations, some of these sources are encountered, such as geologicaldetails missed in the exploration program, estimatio
Externí odkaz:
https://doaj.org/article/bc0a7cbea319420ea11e432add0840a8
Publikováno v:
Journal of Engineering Geology. 14:581-608
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b58400d068fa2bb182ec98734b76c1e
https://doi.org/10.52547/jeg.14.4.581
https://doi.org/10.52547/jeg.14.4.581
Publikováno v:
Acta Polytechnica, Vol 59, Iss 5, Pp 435-447 (2019)
The construction of tunnel portals in mountainous or slope areas often involves problems, which are closely related to factors, such as slope topography, geology, geotechnics, construction geometry and the tunnel excavation method. The activation of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::74d25cd3008e7d7f5600e508f7a70e71
https://ojs.cvut.cz/ojs/index.php/ap/article/view/5017
https://ojs.cvut.cz/ojs/index.php/ap/article/view/5017
Publikováno v:
Bulletin of Engineering Geology and the Environment. 76:713-729
The 11 km long Sabzkuh water conveyance tunnel is under construction using conventional and tunnel boring machine tunneling techniques in the Zagros Mountains of south west Iran. During excavation of the conventional section (i.e., 350 m), three dayl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1460228cbdc5d57dc34970f47e241adf
https://doi.org/10.1007/s10064-016-0862-x
https://doi.org/10.1007/s10064-016-0862-x
Publikováno v:
Engineering Geology for Society and Territory-Volume 6 ISBN: 9783319090597
Geological and geotechnical surveys, in general, should precede the tunnel excavation to ensure its safety. Also they should be continued during the tunnel excavation, because the geological condition can be changed unexpectedly while the tunnel is u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af234d6cd3cf290259a2760f59619561
https://doi.org/10.1007/978-3-319-09060-3_107
https://doi.org/10.1007/978-3-319-09060-3_107
