Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Akram Deiminiat"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 2, Pp 379-392 (2024)
Conventional numerical solutions developed to describe the geomechanical behavior of rock interfaces subjected to differential load emphasize peak and residual shear strengths. The detailed analysis of pre- and post-peak shear stress-displacement beh
Externí odkaz:
https://doaj.org/article/d52728db723b4ff48fcdf571e9230ab8
Autor:
Akram Deiminiat, Li Li
Publikováno v:
CivilEng, Vol 3, Iss 1, Pp 35-50 (2022)
The determination of shear strength parameters for coarse granular materials such as rockfill and waste rocks is challenging due to their oversized particles and the minimum required ratio of 10 between the specimen width (W) and the maximum particle
Externí odkaz:
https://doaj.org/article/c14a2585a9294c838dd12833b34f3900
Publikováno v:
CivilEng, Vol 3, Iss 1, Pp 66-84 (2022)
Conducting laboratory direct shear tests on granular materials is a common practice in geotechnical engineering. This is usually done by following the ASTM D3080/D3080M-11 (hereafter named ASTM), which stipulates a minimum required value of 10 for sp
Externí odkaz:
https://doaj.org/article/ce6148ba939b43028c5ffa9ffcc45cfd
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Determining the shear strength of rockfill is a key task for the design and stability analysis of rockfill structures. When direct shear tests are performed, the well-established ASTM standard requires that specimen width and thickness must be at lea
Externí odkaz:
https://doaj.org/article/22f41276cece43db92e8ee4fcea211e2
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Determining the shear strength of rockfill is a key task for the design and stability analysis of rockfill structures. When direct shear tests are performed, the well-established ASTM standard requires that specimen width and thickness must be at lea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12e8bb571ae052509bcad5a7a0450d8f
https://doaj.org/article/22f41276cece43db92e8ee4fcea211e2
https://doaj.org/article/22f41276cece43db92e8ee4fcea211e2
Autor:
Saeid Eslamian, Akram Deiminiat
Publikováno v:
Handbook of Engineering Hydrology ISBN: 9780429096600
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fecc218c38c33aaffa9023d9eea0c1d8
https://doi.org/10.1201/b16766-15
https://doi.org/10.1201/b16766-15
Publikováno v:
Handbook of Engineering Hydrology ISBN: 9780429096600
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44179cbb91eed540f44ab270177b1f5b
https://doi.org/10.1201/b16766-21
https://doi.org/10.1201/b16766-21