Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Kristin Hilde Holmøy"'
Autor:
Krishna Kanta Panthi, Ragnhild Rostad, Mario Orlando Cardenas Morales, Kristin Hilde Holmøy, Konstantinos Botsialas
Publikováno v:
Journal of Mining Engineering & Research
Understanding groundwater and flow pattern behavior in a given mine site is generally based on accepted theory related to flow through porous granular media. The existence of discontinuities within the rock mass alters the accepted hydraulic behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::485b14e0aa48bf90754610e539ca59cf
https://doi.org/10.35624/jminer2019.01.03
https://doi.org/10.35624/jminer2019.01.03
Publikováno v:
Rock Mechanics and Rock Engineering
Just south of Oslo Central Station, the new high-speed Follo Line railway tunnels pass beneath the existing Ekeberg road tunnels. This paper presents the construction methods, numerical model, and monitoring program used to assess the stability of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b53548f58e1cbccf7f1fcba972fefcaa
https://doi.org/10.1007/s00603-021-02371-9
https://doi.org/10.1007/s00603-021-02371-9
Autor:
Krishna Kanta Panthi, Konstantinos Botsialas, Kristin Hilde Holmøy, Mario Orlando Cardenas Morales
Publikováno v:
Bulletin of Engineering Geology and the Environment
Joints and faults are inherent parts of the rock mass. In the vast majority of mining slopes, discontinuity structures play an important role in slope stability and may trigger a slope failure. The most important step in understanding the slope failu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d97f9ace58b2c4a03fe1288d961c69c
https://doi.org/10.1007/s10064-017-1068-6
https://doi.org/10.1007/s10064-017-1068-6
