Zobrazeno 1 - 10
of 12
pro vyhledávání: '"A. L. Velosa"'
Publikováno v:
Conservar Património, Vol 7, Pp 21-28 (2008)
Portugal is one of the European countries in which built heritage is a testimony of its history. In this context, the legacy of the decorative glazed tile coatings of facades must be preserved and restored. This research is dedicated to the conservat
Externí odkaz:
https://doaj.org/article/23308a86dcd74899b69bda84470e1f5f
Autor:
P. Japiassú, H. Carasek, O. Cascudo, A. L. Velosa, M. C. B. de Oliveira, F. F. Chotoli, V. A. Quarcioni
Publikováno v:
Revista ALCONPAT, Vol 4, Iss 1 (2014)
RESUMO Manutenção e reabilitação são importantes medidas de preservação de azulejos históricos de fachada. No contexto de reabilitação dos materiais, é fundamental o conhecimento de suas características originais. Diante disso, esta pesq
Externí odkaz:
https://doaj.org/article/d53b6b956e7d422aaa7f47950611f61f
Publikováno v:
Engineering Geology. 172:1-11
Results from a comprehensive series of suction-controlled ring shear tests, conducted on statically compacted specimens of silty clayey sand and silty sand, are presented. The experiments were accomplished in a newly developed servo/suction-controlle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd938ebff34b4671664bd6d77824b307
https://doi.org/10.1016/j.enggeo.2014.01.001
https://doi.org/10.1016/j.enggeo.2014.01.001
Publikováno v:
A geologia de engenharia e os recursos geológicos. Vol. 2: Recursos geológicos e formação
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df97a3ce31a614b7ecfd0512cc8b6a04
https://doi.org/10.14195/978-989-26-0322-3_28
https://doi.org/10.14195/978-989-26-0322-3_28
Publikováno v:
Conservar Património, Vol 7, Pp 21-28 (2008)
Web of Science
Web of Science
Portugal e um dos paises europeus em que o patrimonio construido e um testemunho da sua historia. Neste contexto, o legado relativo aos azulejos de revestimento de fachada necessita de ser preservado. A investigacao desenvolvida foi dedicada a conser
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c039f871dc7d8a0b87f270f0a6c0f023
https://doaj.org/article/23308a86dcd74899b69bda84470e1f5f
https://doaj.org/article/23308a86dcd74899b69bda84470e1f5f
Publikováno v:
Advances in Unsaturated Soils ISBN: 9780429212703
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3dad40af8b1b76132276ff104c78a648
https://doi.org/10.1201/b14393-52
https://doi.org/10.1201/b14393-52
Autor:
B. B. Januario, Regina Maria Barretto Cicarelli, S. da Bolzani, L. Velosa Arnosti, Alberto José Cavalheiro
Publikováno v:
Planta Medica. 78
Univ Estadual Paulista Julio Mesquita Filho Unesp, Fac Pharmaceut Sci, Dept Biol Sci, BR-14801902 Araraquara, SP, Brazil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::667147d99e281dd524dd5b7de0dcdc49
https://doi.org/10.1055/s-0032-1320541
https://doi.org/10.1055/s-0032-1320541
Publikováno v:
GeoCongress 2012.
Results from a series of suction-controlled ring shear tests conducted on statically compacted samples of silty clayey sand and silty sand are presented. The tests were accomplished in a newly developed servo/suction-controlled ring shear apparatus t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::998da0e6835341141febe8eca579eeb7
https://doi.org/10.1061/9780784412121.085
https://doi.org/10.1061/9780784412121.085
Publikováno v:
Unsaturated Soils: Research and Applications ISBN: 9783642311154
Assessment of residual shear strength parameters of soils at relatively low net normal stresses and suction states is of critical importance in slope stability analyses that involve potentially shallow failures triggered by rainfall at relatively hig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec8d96d21a1590b381b80f43b26e8174
https://doi.org/10.1007/978-3-642-31116-1_6
https://doi.org/10.1007/978-3-642-31116-1_6
Publikováno v:
Experimental and Applied Modeling of Unsaturated Soils.
Today, it is well known that most geotechnical infrastructure resting on or made of unsaturated soils experience a wide range of deformations. Calculation of foundation settlement, for instance, requires a good estimation of soil stiffness at relativ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb0c05430bcbc95e0e0efbf5003ced32
https://doi.org/10.1061/41103(376)5
https://doi.org/10.1061/41103(376)5