Zobrazeno 1 - 10
of 68
pro vyhledávání: '"Mahdi, Taiebat"'
Publikováno v:
Géotechnique. 72:227-246
A new constitutive model for sand is formulated by incorporating two new constitutive ingredients into the platform of a reference critical state compatible bounding surface plasticity model with kinematic hardening, in order to address primarily the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cf7b81d0ae5c927e320d058e4ddf600
https://doi.org/10.1680/jgeot.19.p.363
https://doi.org/10.1680/jgeot.19.p.363
Publikováno v:
Acta Geotechnica. 17:2235-2257
Numerous studies in the literature are concerned with proposing new constitutive models for sands to simulate cyclic loading. Despite considerable progress in this area, there are various limitations on their simulation capabilities that are either o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5793d849429b90cda395001bfabd8a3
https://doi.org/10.1007/s11440-021-01418-z
https://doi.org/10.1007/s11440-021-01418-z
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107937
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a7e185e9fc629dba25af50e6fbdbc9a
https://doi.org/10.1016/j.soildyn.2023.107937
https://doi.org/10.1016/j.soildyn.2023.107937
Publikováno v:
Géotechnique Letters. 10:16-19
Convergence of the rotational hardening variable α used in the anisotropic models of clay plasticity, with a constitutively defined attractor/bound αb(η), function of the stress ratio η, under fixed η loading, is analytically investigated. It is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42be49d45fa553030e1dd0c7ee0bddde
https://doi.org/10.1680/jgele.19.00012
https://doi.org/10.1680/jgele.19.00012
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::697abdb40753b718edaa96545bde7802
https://doi.org/10.1007/978-3-031-11898-2_163
https://doi.org/10.1007/978-3-031-11898-2_163
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77a7634ec8c64d5ce57057a007ef3c37
https://doi.org/10.1007/978-3-031-11898-2_150
https://doi.org/10.1007/978-3-031-11898-2_150
Publikováno v:
Computers and Geotechnics. 155:105232
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5b76791c91cf87adf3479068bc0ff4b
https://doi.org/10.1016/j.compgeo.2022.105232
https://doi.org/10.1016/j.compgeo.2022.105232
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 44:371-388
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7138e6ea5fb0ce6abdb7e02d5f09ffb5
https://doi.org/10.1002/nag.3007
https://doi.org/10.1002/nag.3007
Publikováno v:
Soil Dynamics and Earthquake Engineering. 124:230-258
Seismic site response analysis (SSRA) is typically performed considering only one horizontal component of earthquake excitation. In many cases, however, two or three components are needed for the analysis to properly account for the true multidirecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::879b56602d94d58df1859af4e01a583b
https://doi.org/10.1016/j.soildyn.2018.05.012
https://doi.org/10.1016/j.soildyn.2018.05.012
Publikováno v:
Computers and Geotechnics. 148:104800
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::938624ff754c4707cdb9e1227aa70518
https://doi.org/10.1016/j.compgeo.2022.104800
https://doi.org/10.1016/j.compgeo.2022.104800