Zobrazeno 1 - 10 of 35 pro vyhledávání: '"Kátia Vanessa Bicalho"'
1
Akademický článek
Proposals of SPT-CPT and DPL-CPT correlations for sandy soils in Brazil
Autor: Mirella Dalvi dos Santos, 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
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2
Akademický článek
Settlement predictions of footings on sands using probabilistic analysis
Autor: Felipe Carvalho Bungenstab, Kátia Vanessa Bicalho
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
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3
Akademický článek
ANÁLISE DE IMAGENS NA DETERMINAÇÃO DA FORMA E TEXTURA DE AREIAS
Autor: Georgia Serafim Araújo, Kátia Vanessa Bicalho, Fernando Avancini Tristão
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
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4
Akademický článek
Estudo dos valores do limite de liquidez obtidos pelos métodos de Casagrande e Cone para diferentes argilas
Autor: Kátia Vanessa Bicalho, Josiane Gramelich, Camila Santos Cunha, Rogério Sarmento Junior
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
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7
Performance of an instrumented embankment constructed with lime-treated silty clay during four-years in the Northeast of France
Autor: Yasmina Boussafir, Yu-Jun Cui, Kátia Vanessa Bicalho
Publikováno v: Transportation Geotechnics
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
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8
Use of digital image analysis combined with fractal theory to determine particle morphology and surface texture of quartz sands
Autor: Georgia Serafim Araújo, Kátia Vanessa Bicalho, Fernando Avancini Tristão
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
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9
Proposals of SPT-CPT and DPL-CPT correlations for sandy soils in Brazil
Autor: Kátia Vanessa Bicalho, Mirella Dalvi dos Santos
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
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10
Comparison of the Casagrande and Fall Cone Methods for Liquid Limit Determinations in Different Clay Soils
Autor: Kátia Vanessa Bicalho, Letícia Garcia Crevelin
Publikováno v: Revista Brasileira de Ciência do Solo, Volume: 43, Article number: e0180105, Published: 10 JUL 2019
Revista Brasileira de Ciência do Solo, Vol 43
Revista Brasileira de Ciência do Solo v.43 2019
Revista Brasileira de Ciência do Solo
Sociedade Brasileira de Ciência do Solo (SBCS)
instacron:SBCS
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 dependent. I
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88c743fb753be46a1c187b81a37fb57c
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-06832019000100406&lng=en&tlng=en
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