Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Fausto Molina-Gómez"'
Publikováno v:
Geotechnics, Vol 2, Iss 1, Pp 1-13 (2022)
Earthquake-induced liquefaction is one of the major causes of building damage as it decreases the strength and stiffness of soil. The liquefaction resistance of soils increases significantly as the degree of saturation decreases, making soil desatura
Externí odkaz:
https://doaj.org/article/8f5e54bfc8ba436ea3c848a5dbf27fe4
Publikováno v:
Soils and Foundations, Vol 61, Iss 3, Pp 836-856 (2021)
The intrinsic properties of sands have a strong influence on the behaviour of these soils. Therefore, particle shape and granular packing can provide relevant insights into the mechanical properties of granular geomaterials. This study presents the c
Externí odkaz:
https://doaj.org/article/fa5c09a4601948fb80b0dc328a46006a
Publikováno v:
Geotecnia, Iss 153 (2021)
Ao longo da última década, as técnicas de amostragem de solos têm evoluído no sentido de reduzirem o atrito na interface entre o amostrador e o solo, minimizando as perturbações e obtendo amostras de alta qualidade para caracterização labora
Externí odkaz:
https://doaj.org/article/d5d63a397b374994b58b9db7c7632b8d
Publikováno v:
AIMS Geosciences, Vol 5, Iss 2, Pp 325-343 (2019)
In the greater Lisbon area, widespread alluvial sandy deposits can be found that, due to its geology, geomorphology and high seismicity satisfy the criteria to trigger soil liquefaction if subjected to a cyclic action. Within the scope of a research
Externí odkaz:
https://doaj.org/article/31a67880b77c426ea18bda2143f418e3
Publikováno v:
Dyna, Vol 85, Iss 205, Pp 310-318 (2018)
En este artículo se presentan los resultados de setenta y dos ensayos de columna resonante desarrollados en dos tipos de materiales provenientes de los depósitos de estériles de las minas de Riotinto (Huelva-España). La metodología de ensayo inc
Externí odkaz:
https://doaj.org/article/a91e8d5612f245ddb306346ef960931d
Publikováno v:
Bulletin of Earthquake Engineering. 21:767-790
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::624c8803ab534836ef768d63cf9e79f5
https://doi.org/10.1007/s10518-022-01577-8
https://doi.org/10.1007/s10518-022-01577-8
Autor:
Giuseppe Astuto, Fausto Molina-Gómez, Emilio Bilotta, António Viana da Fonseca, Alessandro Flora
Publikováno v:
Acta Geotechnica. 18:777-790
This work stems from the need to validate a technique for a reliably measurement of the degree of saturation (Sr) in deposits composed of sandy soils to improve their liquefaction resistance. The estimation of the degree of saturation of soil can be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f38f841621d28de8a8e98d28276899c7
https://doi.org/10.1007/s11440-022-01610-9
https://doi.org/10.1007/s11440-022-01610-9
Publikováno v:
Geotecnia. :41-62
Ao longo da última década, as técnicas de amostragem de solos têm evoluído no sentido de reduzirem o atrito na interface entre o amostrador e o solo, minimizando as perturbações e obtendo amostras de alta qualidade para caracterização labora
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48ac06622c689fe7f016f2f1af3d5280
https://doi.org/10.14195/2184-8394_153_3
https://doi.org/10.14195/2184-8394_153_3
Publikováno v:
Geotechnics. 1:95-127
The critical state theory is a robust conceptual framework for the characterisation of soil behaviour. In the laboratory, triaxial tests are used to assess the critical state locus. In the last decades, the equipment and testing procedures for soil c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::00a00ce75a727de2008ace05de46daa3
https://doi.org/10.3390/geotechnics1010006
https://doi.org/10.3390/geotechnics1010006
Publikováno v:
Soil Dynamics and Earthquake Engineering. 167:107819
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a730ebacb92b51a880238160fb2e129
https://doi.org/10.1016/j.soildyn.2023.107819
https://doi.org/10.1016/j.soildyn.2023.107819