Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Antoine Wautier"'
Publikováno v:
Geotechnics, Vol 3, Iss 4, Pp 1117-1134 (2023)
Slope instability issues could cause severe damage and endanger the population, especially when dams are concerned. Over the past years, more and more refined numerical approaches have been proposed to evaluate the slope stability. However, a criteri
Externí odkaz:
https://doaj.org/article/3246431a575549659c7ad3be0e6deec8
Publikováno v:
Acta Geotechnica
Acta Geotechnica, 2023, 18, pp.2991-3003. ⟨10.1007/s11440-022-01756-6⟩
Acta Geotechnica, 2023, 18, pp.2991-3003. ⟨10.1007/s11440-022-01756-6⟩
International audience; As a type of special geological body, soil-rock mixtures (SRMs) are widely found in nature and used in civil engineering. Many structures, such as rockfill dams, highways and tunnels, have used SRMs as building materials. Prop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7faa9034070b5bc07c38ac7fbe50d551
https://hal.inrae.fr/hal-03852498/document
https://hal.inrae.fr/hal-03852498/document
Publikováno v:
Canadian Geotechnical Journal.
Publikováno v:
Acta Geotechnica
Acta Geotechnica, 2021, ⟨10.1007/s11440-021-01430-3⟩
Acta Geotechnica, 2021, ⟨10.1007/s11440-021-01430-3⟩
The authors express their sincere thanks to the International Research Network GeoMech (IRN CNRS) for promoting positive and convivial interactions among researchers. The first author also would like to appreciate the financial support of the China S
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783031222122
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b02a0936df9843de2079353622d02f30
https://doi.org/10.1007/978-3-031-22213-9_1
https://doi.org/10.1007/978-3-031-22213-9_1
Publikováno v:
Journal of Engineering Mechanics-ASCE
Journal of Engineering Mechanics-ASCE, 2022, 148 (9), pp.04022053. ⟨10.1061/(ASCE)EM.1943-7889.0002139⟩
Journal of Engineering Mechanics-ASCE, 2022, 148 (9), pp.04022053. ⟨10.1061/(ASCE)EM.1943-7889.0002139⟩
This paper investigates several granular interaction laws used in the modeling of discrete granular media. In the considered model, each grain interacts with its neighbors with a coupled shear-normal interaction law. The analysis is performed in a ge
Publikováno v:
International Journal of Solids and Structures
International Journal of Solids and Structures, 2022, 252, ⟨10.1016/j.ijsolstr.2022.111835⟩
International Journal of Solids and Structures, 2022, 252, ⟨10.1016/j.ijsolstr.2022.111835⟩
International audience; The "incremental shear strain chain" concept (simply called "shear chain") has been proposed recently to quantitatively account for local kinematic features of granular materials. At the microscopic scale, contacts can slide a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c15b0f0269e67d31681fdf25194361f4
https://hal.inrae.fr/hal-03770696/document
https://hal.inrae.fr/hal-03770696/document
Publikováno v:
International Journal of Solids and Structures
International Journal of Solids and Structures, Elsevier, 2020, 193-194, pp.222-238. ⟨10.1016/j.ijsolstr.2020.02.022⟩
International Journal of Solids and Structures, 2020, 193-194, pp.222-238. ⟨10.1016/j.ijsolstr.2020.02.022⟩
International Journal of Solids and Structures, Elsevier, 2020, 193-194, pp.222-238. ⟨10.1016/j.ijsolstr.2020.02.022⟩
International Journal of Solids and Structures, 2020, 193-194, pp.222-238. ⟨10.1016/j.ijsolstr.2020.02.022⟩
Stress-oftening is one of the significant features experienced by cohesive-frictional granular materials subjected to deviatoric loading. This paper focuses on mesoscopic evolutions of the dense granular assembly during a typical drained biaxial test
Publikováno v:
Canadian Geotechnical Journal
Canadian Geotechnical Journal, 2022, 59 (1), pp.12-23. ⟨10.1139/cgj-2020-0570⟩
Canadian Geotechnical Journal, 2022, 59 (1), pp.12-23. ⟨10.1139/cgj-2020-0570⟩
Recent research on the behavior of gravelly sands advocate for the use of the skeleton void ratio to characterize their density state. The skeleton void ratio corresponds to the void ratio of grains constituting the stress-bearing skeleton. However,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::78175794896f16823ffc1fea654f4d7f
https://hal.inrae.fr/hal-03462438
https://hal.inrae.fr/hal-03462438