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Publikováno v:
Investigación & Desarrollo, Vol 22, Iss 1 (2022)
As an application of geotechnical engineering, an analysis of portal stability of the exit of Tunnel 3, in the construction of the double lane central section "El Sillar" Cochabamba - Santa Cruz highway is presented. This study is carried out by usin
Externí odkaz:
https://doaj.org/article/54ebf0d343284d60b3aa05977880dcfa