Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Shahriyar Heidarzadeh"'
Autor:
Shahriyar Heidarzadeh, Ali Saeidi
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 6, Pp 1993-2005 (2024)
We have proposed a methodology to assess the robustness of underground tunnels against potential failure. This involves developing vulnerability functions for various qualities of rock mass and static loading intensities. To account for these variati
Externí odkaz:
https://doaj.org/article/8920f05a2e914bad814dc194a7284e38
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:
SN Applied Sciences, Vol 3, Iss 6, Pp 1-20 (2021)
Abstract To conduct a successful geomechanical characterization of rock masses, an appropriate interpretation of lithological heterogeneity should be attained by considering both the geological and geomechanical data. In order to clarify the reliabil
Externí odkaz:
https://doaj.org/article/02d20d51a7cc45199cdf3e174a683fbb
Publikováno v:
International Journal of Mining Science and Technology, Vol 29, Iss 3, Pp 399-408 (2019)
Stress-induced failure is among the most common causes of instability in Canadian deep underground mines. Open stoping is the most widely practiced underground excavation method in these mines, and creates large stopes which are subjected to stress-i
Externí odkaz:
https://doaj.org/article/3bde979115634b74800650d6fd5a4dbb
Autor:
Amande-Gaston Sanou, Ali Saeidi, Shahriyar Heidarzadeh, Rama Vara Prasad Chavali, Hamza Es Samti, Alain Rouleau
Publikováno v:
Geosciences, Vol 12, Iss 8, p 297 (2022)
Due to inherent variability arising from unpredictable geological depositional and post-depositional processes, the geotechnical parameters of Laflamme sea clay deposits remain highly uncertain. This study aims to develop and apply a methodology to a
Externí odkaz:
https://doaj.org/article/ef6b1f51906c4abe88e9b95c0ff6e341
Publikováno v:
Rock Mechanics and Rock Engineering. 53:1411-1431
The inherent variability of the geomechanical parameters of a rock mass plays a critical role in affecting underground mine stability. Neglecting this characteristic of a rock mass oversimplifies stability assessment and provides potentially inaccura
Publikováno v:
International Journal of Mining Science and Technology, Vol 29, Iss 3, Pp 399-408 (2019)
Stress-induced failure is among the most common causes of instability in Canadian deep underground mines. Open stoping is the most widely practiced underground excavation method in these mines, and creates large stopes which are subjected to stress-i
Publikováno v:
Sn Applied Sciences
SN Applied Sciences, Vol 3, Iss 6, Pp 1-20 (2021)
SN Applied Sciences, Vol 3, Iss 6, Pp 1-20 (2021)
Abstract To conduct a successful geomechanical characterization of rock masses, an appropriate interpretation of lithological heterogeneity should be attained by considering both the geological and geomechanical data. In order to clarify the reliabil
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 106:60-73
• An assessment has been made on the effect of open stope geometry on rock mass brittle damage.