Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Vasiliki Dimitriadi"'
Publikováno v:
Geotechnics, Vol 2, Iss 4, Pp 1109-1126 (2022)
Particle breakage in soils is a well-recognised behaviour. Conventional methods for quantifying the breakage process rely on calculating the area between the particle size distribution (PSD) curves produced before and after crushing. A key aspect of
Externí odkaz:
https://doaj.org/article/dd4a4bed857a445d9dd88843635c6c16
Autor:
Vasiliki Dimitriadi
Η εκδήλωση ρευστοποίησης λόγω σεισμού προκαλεί σημαντική απομείωση της διατμητικής αντοχής του εδάφους, με αποτέλεσμα τη συσσώρευση δυ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::476c56afb13f97348df14131d58cb0c7
https://doi.org/10.12681/eadd/38404
https://doi.org/10.12681/eadd/38404
Autor:
Vasiliki Dimitriadi, A. Marinelli, J. Bernal-Sanchez, Daniel Barreto, A. Riaz, John McDougall, M. Miranda-Manzanares, J. Fonseca
Publikováno v:
Géotechnique Letters 9, 1-6
UCrea Repositorio Abierto de la Universidad de Cantabria
Universidad de Cantabria (UC)
UCrea Repositorio Abierto de la Universidad de Cantabria
Universidad de Cantabria (UC)
Sand−rubber mixture (SRm) behaviour is affected by rubber content (RC) while dissipation in sands is caused by inter-particle sliding. Dissipation in SRm is as, or more significant than in sands. However, the mechanisms of dissipation in SRm are no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b68eff1abbcfac56099accc8002e5350
https://doi.org/10.1680/jgele.18.00221
https://doi.org/10.1680/jgele.18.00221
Publikováno v:
EPJ Web of Conferences, Vol 249, p 07001 (2021)
It is well recognised that particle breakage in granular materials is affected by stress level, stress path, initial density, and particle size distribution (PSD), amongst others. Furthermore, it has been shown that breakage has a significant influen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8dea8da9c8245c48d90edff3c188f46f
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_07001.pdf
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_07001.pdf
Publikováno v:
Soil Dynamics and Earthquake Engineering. 106:298-307
Evidence from field case studies, as well as from experimental and theoretical research, suggest that the detrimental effects of seismic liquefaction on the performance of surface foundations on level ground may be mitigated in presence of a non-liqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10cf84bc14ce304d20a06244f1994b8b
https://doi.org/10.1016/j.soildyn.2017.08.021
https://doi.org/10.1016/j.soildyn.2017.08.021