Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Bernadete Ragoni Danziger"'
Publikováno v:
Geotecnia, Iss 149 (2020)
O trabalho apresenta expressões para a variância associada à distribuição estatística da resistência mobilizada na cravação de estacas através de dois métodos de controle utilizados no Brasil. As expressões são aplicadas a um extenso est
Externí odkaz:
https://doaj.org/article/5ca81192241e422ebe10a914c418c5fe
Publikováno v:
Soils and Rocks. 44:1-8
Classical theory of consolidation was conceived considering loads instantaneously applied. Since then, researchers have addressed this issue by suggesting graphical and/or analytical solutions to incorporate different time-depending load schemes. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77ba993753121bdc00407bf58665873b
https://doi.org/10.28927/sr.2021.057120
https://doi.org/10.28927/sr.2021.057120
Autor:
Bernadete Ragoni Danziger, Paulo Santa Maria, Michel C. Tassi, Fernando Artur Brasil Danziger, Ian Schumann Marques Martins, Francisco R. Lopes
Publikováno v:
Soils and Rocks. 44:1-10
This note presents an alternative method for static load tests on piles (and caissons). Called Equilibrium Method by its first proponents, the method was applied in some load tests in Brazil, in addition to being the object of theoretical studies con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed5a244ddc2fbbd0fada0be965ef3258
https://doi.org/10.28927/sr.2021.057920
https://doi.org/10.28927/sr.2021.057920
Publikováno v:
Geotecnia. :3-16
O trabalho apresenta expressões para a variância associada à distribuição estatística da resistência mobilizada na cravação de estacas através de dois métodos de controle utilizados no Brasil. As expressões são aplicadas a um extenso est
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bea4fb0a525898ba2e844e256866665f
https://doi.org/10.24849/j.geot.2020.149.01
https://doi.org/10.24849/j.geot.2020.149.01
Publikováno v:
Soils and Rocks. 42:323-335
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8eb807a5809efb48b78d5e46487db0c
https://doi.org/10.28927/sr.423323
https://doi.org/10.28927/sr.423323
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0393a56671c6ae8a2d622e8fa927f853
https://doi.org/10.1061/(asce)gt.1943-5606.0002553
https://doi.org/10.1061/(asce)gt.1943-5606.0002553
Publikováno v:
Canadian Geotechnical Journal. 56:621-635
The mineral structure of soft clays is extremely fragile. Sampling operations and laboratory handling cause unavoidable disturbance. Undisturbed sampling is a theoretical concept because the stress release imposes disturbance. Consolidation tests on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f35059752805ca54294ae9efd5d8d33
https://doi.org/10.1139/cgj-2018-0018
https://doi.org/10.1139/cgj-2018-0018
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ab58d498d4c7673f1a1545c38ddf788
https://doi.org/10.1061/(asce)gt.1943-5606.0002496
https://doi.org/10.1061/(asce)gt.1943-5606.0002496
Autor:
Rachel da Silva Azevedo, Raphael Felipe Carneiro, Bernadete Ragoni Danziger, Denise Gerscovich
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ef25df07c5654efeda9e3c981e70b83
https://doi.org/10.4322/cobramseg.2022.0808
https://doi.org/10.4322/cobramseg.2022.0808
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d605d2e9dbee2033149ce2f968ae8b34
https://doi.org/10.4322/cobramseg.2022.0391
https://doi.org/10.4322/cobramseg.2022.0391