Zobrazeno 1 - 10
of 662
pro vyhledávání: '"Slope stability probability classification"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 7, Pp 2552-2562 (2024)
Although disintegrated dolomite, widely distributed across the globe, has conventionally been a focus of research in underground engineering, the issue of slope stability issues in disintegrated dolomite strata is gaining increasing prominence. This
Externí odkaz:
https://doaj.org/article/9fef5b7c303c4709813e3a31bc2ddcc5
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Chrysoula Voulgari
Στην παρούσα διπλωματική, διερευνάται η μορφολογική εξέλιξη ομοιόμορφων (c, φ) πρανών που υπόκεινται σε διαδοχικές αστοχίες. Η έρευνα διε
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b6eb2ec4637f67b5b60af2972a3a8440
https://doi.org/10.12681/eadd/50344
https://doi.org/10.12681/eadd/50344
Autor:
Trufa Hailemariam, Dawit Asmare
Publikováno v:
Scientific African, Vol 12, Iss, Pp e00730-(2021)
This research was conducted in an area around AlemKetema, North Showa, central Ethiopia; with a general objective of conducting a rock slope stability assessment on the selected natural rock slope sections. To achieve this objective, slope stability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8eaa95b668b45c18109cec304d52a4ca
http://www.sciencedirect.com/science/article/pii/S246822762100034X
http://www.sciencedirect.com/science/article/pii/S246822762100034X
Autor:
Tarun Kumar Raghuvanshi
Publikováno v:
Journal of King Saud University: Science, Vol 31, Iss 1, Pp 101-109 (2019)
In stratified sedimentary and meta-sedimentary rock formations ‘plane mode’ of rock failure is very common. The plane failure occurs when a structural discontinuity plane such as; bedding plane, fault plane or preferred orientations of a joint se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ea3ef4cc94e39f492927e3cb62bd8946
http://www.sciencedirect.com/science/article/pii/S1018364717304470
http://www.sciencedirect.com/science/article/pii/S1018364717304470
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The stability of high rock slopes has become a key engineering geological problem in the construction of important projects in mountainous areas. The original slope stability probability classification (SSPC) system, presented by Hack, has made obvio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b3107ec5235321a0c840605ae85a60d6
Publikováno v:
Earth Sciences Research Journal, Vol 17, Iss 2 (2013)
The aim of this study is to evaluate the stability and excavatability of newly stripped rock slopes (slope 1 (SN–1), slope 2 (SN–2), and slope 3 (SN–3)) in a limestone quarry. These are new production sites with comparable geological formations
Externí odkaz:
https://doaj.org/article/538d0ef7b16c4ef5aaf3fde11d9afc47
Publikováno v:
Geoscience Frontiers, Vol 9, Iss 6, Pp 1649-1655 (2018)
To investigate the strong random nature of the geometric interfaces between soil and rock, a rock-soil slope is considered as a two-phase random medium. A nonlinear translation of a Gaussian field is utilized to simulate the two-phase random media, s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::be0802902f3c44bad590be1af1e3820c
http://www.sciencedirect.com/science/article/pii/S1674987117301731
http://www.sciencedirect.com/science/article/pii/S1674987117301731
Publikováno v:
Computers and Geotechnics. 96:132-149
A three-dimensional numerical model was built incorporating stratigraphy, geological structures and mechanical properties of rock masses and discontinuities to perform stress, deformation and stability analyses for an excavated slope in China using t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a83629ce49863158760cb3ad498d109
https://doi.org/10.1016/j.compgeo.2017.10.019
https://doi.org/10.1016/j.compgeo.2017.10.019
Publikováno v:
Journal of South American Earth Sciences. 110:103419
Rock mass classifications are a simple yet useful tool to provide a practical assessment of rock slope stability. Among the available classifications for this purpose, Slope Mass Rating - SMR (Romana, 1985) is the most commonly used. It is based on t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9763f9d95f6621eee3d34a9f35d3f3cd
https://doi.org/10.1016/j.jsames.2021.103419
https://doi.org/10.1016/j.jsames.2021.103419