Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Kátia Vanessa Bicalho"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1152-1158 (2017)
Field tests in geotechnical engineering are fundamental for identification of the underground conditions. The standard penetration test (SPT) is the most commonly used geotechnical approach. There has been an increase both in the use and application
Externí odkaz:
https://doaj.org/article/ca24cabea9654dab92b7edfdd47ec059
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 2, Pp 198-203 (2016)
The design of footings on sands is often controlled by settlement rather than bearing capacity. Therefore, settlement predictions are essential in the design of shallow foundations. However, predicted settlements of footings are highly dependent on t
Externí odkaz:
https://doaj.org/article/f073427bf45d4456b35795b8cf6982ea
Publikováno v:
Revista Brasileira de Ciência do Solo, Vol 39, Iss 1, Pp 94-99 (2015)
A forma dos grãos tem importante papel na avaliação da distribuição granulométrica das partículas de um solo. Entretanto, a maioria das técnicas de peneiramento evidencia que os grãos são esféricos e descritos por um único parâmetro, o d
Externí odkaz:
https://doaj.org/article/4a022ad9a0704024a745d266d15b947d
Publikováno v:
Geotecnia, Iss 140 (2017)
Neste estudo comparam-se os valores do limite de liquidez, LL, obtidos pelo método do Cone de Penetração, LLp, com os valores de LL obtidos pelos métodos de Casagrande, LLc, medidos, por diferentes operadores, em amostras de solos argilosos de al
Externí odkaz:
https://doaj.org/article/1cd094982f794b3584b3448e0f0e11a0
Publikováno v:
Revista Brasileira de Ciência do Solo, Vol 43
ABSTRACT The liquid limit (LL) is an important parameter for soil classification systems. The use of the cone penetrometer technique for measuring the liquid limit is an attractive alternative method since the percussion method is highly operator dep
Externí odkaz:
https://doaj.org/article/dd634e5f33a64471a82a60c917cacb9a
Publikováno v:
Soils and Rocks. 43:109-121
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f674d7c436fa6d367297b3b7e7f4956f
https://doi.org/10.28927/sr.431109
https://doi.org/10.28927/sr.431109
Autor:
Lucas Broseghini Totola, Letícia Garcia Crevelin Cristello, Janaina Silva Hastenreiter Küster, Kátia Vanessa Bicalho
Publikováno v:
Soils and Rocks, Volume: 44, Issue: 2, Article number: e2021062721, Published: 23 JUN 2021
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b53193ae388074bf7141997fb769fe3f
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200800&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752021000200800&lng=en&tlng=en
Publikováno v:
Transportation Geotechnics
Transportation Geotechnics, Elsevier, 2018, 17, pp.100-116. ⟨10.1016/j.trgeo.2018.09.009⟩
Transportation Geotechnics, Elsevier, 2018, 17, pp.100-116. ⟨10.1016/j.trgeo.2018.09.009⟩
International audience; The soil-atmosphere interaction is investigated in a densely monitored large-scale embankment constructed with compacted lime treated soils in the Northeast of France. The field instrumentation covered spatial and temporal cha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4b9c6f38e1c5e8e778e61796e0a7b6c9
https://doi.org/10.1016/j.trgeo.2018.09.009
https://doi.org/10.1016/j.trgeo.2018.09.009
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1131-1139 (2017)
The particle morphology and surface texture play a major role in influencing mechanical and hydraulic behaviors of sandy soils. This paper presents the use of digital image analysis combined with fractal theory as a tool to quantify the particle morp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6630138e35829e284cdeba71082ecaf3
http://www.sciencedirect.com/science/article/pii/S1674775516303043
http://www.sciencedirect.com/science/article/pii/S1674775516303043
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 6, Pp 1152-1158 (2017)
Field tests in geotechnical engineering are fundamental for identification of the underground conditions. The standard penetration test (SPT) is the most commonly used geotechnical approach. There has been an increase both in the use and application
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b998ef6491d9a30d1db02e88a774b2e
http://www.sciencedirect.com/science/article/pii/S1674775517300288
http://www.sciencedirect.com/science/article/pii/S1674775517300288