Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Teresa M. Bodas Freitas"'
Publikováno v:
Applied Sciences, Vol 13, Iss 17, p 9791 (2023)
Micropiles are small-diameter foundation elements that are widely used in building refurbishment to reinforce existing foundations or provide new foundations where access for construction is difficult. Thermally-activated (TA) micropiles could be use
Externí odkaz:
https://doaj.org/article/a13ddd8f22a947ca893a40bc0cd72df0
Publikováno v:
Geomechanics for Energy and the Environment. 32:100299
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d52177c2eec0172eaca72c1e0c2ce373
https://doi.org/10.1016/j.gete.2021.100299
https://doi.org/10.1016/j.gete.2021.100299
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645175
The application of thermally-activated pile foundations has received significant attention in the last decade with a number of large- and small-scale tests having been undertaken. Alongside these physical studies, a number of investigations utilising
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a3231f766bfca82729d7dbca0724e5f4
https://doi.org/10.1007/978-3-030-64518-2_132
https://doi.org/10.1007/978-3-030-64518-2_132
Publikováno v:
E3S Web of Conferences, Vol 205, p 06010 (2020)
Considering the need to reduce our dependence on unsustainable energy sources and reducing the carbon footprint associated with building climate control, shallow geothermal energy represents an attractive sustainable technology for providing renewabl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::10a7a7ea9f59f05b04d1a7788926e067
https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/65/e3sconf_icegt2020_06010.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/65/e3sconf_icegt2020_06010.pdf
Publikováno v:
E3S Web of Conferences, Vol 195, p 04013 (2020)
The application of thermally-activated foundations has received significant attention in the last decade with a number of large- and small-scale tests having been undertaken. Alongside these physical studies, a number of investigations utilising nume
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca11d8d930941fe5f4705f533a143242
http://hdl.handle.net/11311/1149929
http://hdl.handle.net/11311/1149929
Publikováno v:
Engineering Structures. 243:112588
The thermal-activation of pile foundations for use within shallow geothermal energy systems has received much attention with a number of studies having reported full- and small-scale testing and/or numerical analysis. Various conditions in terms of p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6afba0774542693a75abefd8040fe6f8
https://doi.org/10.1016/j.engstruct.2021.112588
https://doi.org/10.1016/j.engstruct.2021.112588
Autor:
Ricardo Prazeres, Carlos Neto de Carvalho, Isabel Fernandes, João Calvão, Teresa M. Bodas Freitas
Publikováno v:
E3S Web of Conferences, Vol 97, p 03033 (2019)
The stability of slopes and hillsides involving rock or soil masses depends crucially on the occurring geological and geotechnical conditions. The village of Monsanto, municipality of Idanha-a-Nova, is located on a granitic inselberg. The tourist int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9e609495da07f76f0d987f9d5abf1396
https://doi.org/10.1051/e3sconf/20199703033
https://doi.org/10.1051/e3sconf/20199703033
Publikováno v:
Computers and Geotechnics. 42:99-108
This paper presents a numerical study on the short-term bearing capacity of preloaded footings on soft clay. In practice, this situation needs to be addressed when re-using an existing foundation for a new building or when extra load is to be transmi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5834ae8b0a2c49d51b07465499fc37fe
https://doi.org/10.1016/j.compgeo.2011.11.009
https://doi.org/10.1016/j.compgeo.2011.11.009
Publikováno v:
Computers and Geotechnics. 38:809-820
This paper presents a three-dimensional elastic viscoplastic constitutive model that is able to reproduce the time dependent behaviour of soils with isotach viscosity. This constitutive law is based on the overstress theory and incorporates some impo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::477c0e32272d147685d4d2034dfcf8b4
https://doi.org/10.1016/j.compgeo.2011.05.008
https://doi.org/10.1016/j.compgeo.2011.05.008