Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Bernadete Danziger"'
Publikováno v:
Geotecnia, Iss 122 (2011)
O engenheiro geotécnico costuma se deparar com várias incertezas. Algumas são inerentes à variabilidade do solo, às condições de carregamento, aos efeitos do tempo, aos processos executivos, aos erros nos ensaios, que influenciam diretamente a
Externí odkaz:
https://doaj.org/article/b63288c56b2f4a2c82d76e9f7528e2c7
Publikováno v:
Soils and Rocks. 45:1-15
In the design of piles partially embedded in rock, the main factors that influence the strength and deformability of the rock and the transmission of loads from pile to rock are of utmost relevance to pile behavior. Most empirical methods were develo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2ca46921b465efdecff2394275a3ab5
https://doi.org/10.28927/sr.2022.075521
https://doi.org/10.28927/sr.2022.075521
Autor:
Bernadete Danziger
Publikováno v:
Soils and Rocks. 46:e2023002523
Residual loads can affect the load transfer and the settlement-induced in-service loadings, although they do not alter the bearing capacity. When residual loads are present and not measured or evaluated, the settlement estimate is greater than predic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70d232e62b8158b457ae656b9aa1d9c6
https://doi.org/10.28927/sr.2023.002523
https://doi.org/10.28927/sr.2023.002523
Publikováno v:
Soils and Rocks. 46:e2023077721
In engineering practice, loading varies with time. However, the classical one-dimensional theory of consolidation assumes the stress increase is instantaneously applied. Many approaches to the problem of time-dependent loading have been proposed over
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6ab28a3de22ac35ee3ef5ce4955acea
https://doi.org/10.28927/sr.2023.077721
https://doi.org/10.28927/sr.2023.077721
Publikováno v:
Soils and Rocks. 35:89-98
This paper presents statistical correlations between the static Young modulus Es and the normalized SPT penetration resistance N60 (corresponding to 60% of the theoretical energy of the SPT test) for preliminary estimation of settlements in sedimenta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c23cf46f5092a175fbec2e6a017232e
https://doi.org/10.28927/sr.351089
https://doi.org/10.28927/sr.351089
Publikováno v:
Publons
Scopus-Elsevier
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6d4a4addb9e824ad433a2448980e8009
https://publons.com/publon/3308777/
https://publons.com/publon/3308777/
