Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ji Sen Shu"'
Publikováno v:
Frontiers in Earth Science, Vol 8 (2021)
The waste dump is a giant artificial loose pile body composed of fine, medium, and coarse particle sizes. Rising incidents of landslides caused by overburden pressure and effective pressure are of increasing concern in the open-pit waste dump and, if
Externí odkaz:
https://doaj.org/article/2c9c19b24f2441ecb7f327d6103018f5
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 50, Iss 1, Pp 97-110 (2016)
This paper researches two key factors (angle and thickness) of a weak layer in relation to their influencing mechanism on slope stability. It puts forward the sliding surface angle and morphological model criteria for the control of rock slopes and r
Externí odkaz:
https://doaj.org/article/697c010715c243fe8dfa2e153022b883
Publikováno v:
Frontiers in Earth Science, Vol 8 (2021)
The waste dump is a giant artificial loose pile body composed of fine, medium, and coarse particle sizes. Rising incidents of landslides caused by overburden pressure and effective pressure are of increasing concern in the open-pit waste dump and, if
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::371f9dad756d7022249891081df13a2e
https://www.frontiersin.org/articles/10.3389/feart.2020.582918/full
https://www.frontiersin.org/articles/10.3389/feart.2020.582918/full
Publikováno v:
Engineering with Computers. 35:305-314
Reliable determination/evaluation of the rock deformation can be useful prior any structural design application. Young’s modulus (E) affords great insight into the characteristics of the rock. However, its direct determination in the laboratory is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0894fe871190a606c62f6fc23a1c55cd
https://doi.org/10.1007/s00366-018-0600-z
https://doi.org/10.1007/s00366-018-0600-z
Publikováno v:
International Journal of Mining Science and Technology, Vol 27, Iss 2, Pp 365-370 (2017)
In order to study the stability control mechanism of a concave slope with circular landslide, and remove the influence of differences in shape on slope stability, the limit analysis method of a simplified Bishop method was employed. The sliding body
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::db45e98e215df7eb052f3f23b5e1a0b5
Publikováno v:
Journal of Central South University. 22:4819-4827
The purpose of this work was to explore the influence law of vibration load on rock mass structure and slope stability. Based on the type and transmission way of vibration stress wave, the main stress in the horizontal and vertical directions was ana
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98225a4a9903e955575d08f656bca810
https://doi.org/10.1007/s11771-015-3033-5
https://doi.org/10.1007/s11771-015-3033-5
Publikováno v:
Journal of Central South University. 22:2783-2790
Remodeled clay and sand rock specimens were prepared by designing lateral confinement and water drainage experiments based on the stress exerted on granular materials in a waste dump. An in situ test was conducted in an internal waste dump; the physi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1798d86fbd7e36f61972dee23c00e545
https://doi.org/10.1007/s11771-015-2809-y
https://doi.org/10.1007/s11771-015-2809-y
Publikováno v:
Arabian Journal of Geosciences. 9
For waste dump slopes that form basements, landslides can be prevented by determining a stability evolving law of dynamic development. Keeping this issue in mind, the relationship between the mechanical structure and stability of waste dumps with bas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66c31bfadca1eca847deb58c2ecad5d6
https://doi.org/10.1007/s12517-016-2774-2
https://doi.org/10.1007/s12517-016-2774-2
Publikováno v:
Advanced Materials Research. :98-103
According to the analysis of the semi-continuous mining system with crushing station set on end-slope and the relation with working wall and non working wall, the calculation method of uncovered end-slope area and the coefficient of slope stability w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dfd91ba9a64de64e1dcc3dac7157ec84
https://doi.org/10.4028/www.scientific.net/amr.354-355.98
https://doi.org/10.4028/www.scientific.net/amr.354-355.98