Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Azeddine Chehat"'
Autor:
Azeddine Chehat, Mourad Karray, Mustapha Abdellaziz, Mahmoud N. Hussien, Zamila Harichane, Mohamed Chekired
Publikováno v:
Canadian Geotechnical Journal. 56:364-377
Stiffness degradation, G/G0, curves of Champlain clay at St-Adelphe, Quebec, and the associated variation of its damping ratio with shear strain are constructed in this study using the new combined triaxial simple shear (TxSS) apparatus. The apparatu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::088b48da0cc8edd333a1f0565913bea0
https://doi.org/10.1139/cgj-2017-0732
https://doi.org/10.1139/cgj-2017-0732
Publikováno v:
International Journal of Geotechnical Engineering. 13:581-593
Even at this time, there is no universal mathematical model that can adequately describe the actual behaviour of cyclically loaded soils but rather thoughtful attempts were made to describe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd79f5b47466cb5b072f10b0f718a1e9
https://doi.org/10.1080/19386362.2017.1376393
https://doi.org/10.1080/19386362.2017.1376393
Publikováno v:
Challenge Journal of Structural Mechanics. 3:72
The prediction of seismic ground response is conditioned by the knowledge of each material behavior of soil deposits. The recourse to plasticity criterion to simulate cyclic behavior of soils under seismic loading is becoming more realistic. In this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06608a251e5e71882e655da536b8846e
https://doi.org/10.20528/cjsmec.2017.05.011
https://doi.org/10.20528/cjsmec.2017.05.011