Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Gago, Filip"'
Autor:
Vlček, Jozef1 jozef.vlcek@uniza.sk, Gago, Filip1, Mihálik, Ján1, Malík, František1, Bahleda, František2, Prokop, Jozef2, Štefánik, Martin1
Publikováno v:
Scientific Reports. 9/12/2024, Vol. 14 Issue 1, p1-14. 14p.
Publikováno v:
Civil and Environmental Engineering, Vol 19, Iss 2, Pp 724-729 (2023)
The interaction between soil and building structures of various materials is defined on the basis of certain assumptions, but these are shown in many cases to be not accurate from the point of view of safe, reliable and economic design of engineering
Externí odkaz:
https://doaj.org/article/deb7fc3588064b2ca6c8e1f71ef8aaf4
Autor:
Michałek, Jarosław1 (AUTHOR) jaroslaw.michalek@pwr.edu.pl, Gago, Filip2 (AUTHOR) filip.gago@uniza.sk
Publikováno v:
Materials (1996-1944). Jun2024, Vol. 17 Issue 12, p2985. 25p.
Publikováno v:
Civil and Environmental Engineering, Vol 19, Iss 1, Pp 414-425 (2023)
In civil engineering geosynthetics play the role of reinforcing the ground and strengthening the foundation structures of engineering facilities. This paper shows the possibility of using a geotextile, a geonet and a geogrid for the design of walking
Externí odkaz:
https://doaj.org/article/ec1d521726db4a1c89aac31403ea495b
Publikováno v:
In Engineering Analysis with Boundary Elements October 2023 155:1149-1159
Akademický článek
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Publikováno v:
In Engineering Analysis with Boundary Elements October 2022 143:525-534
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 450-455 (2021)
A hypoplastic approach to constitutive modelling was developed by Kolymbas 1996 considering a non-linear tensor function in the form of strain and stress rate. However, the implicit formulation of the hypoplastic model with indirect material paramete
Externí odkaz:
https://doaj.org/article/dc792578a860458e8df65362899e3ee3
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 681-689 (2021)
The main aim of the article is demonstrating successful design of spread foundations of a commercial centre building, where geotechnical monitoring allows us to check design efficiency and calculate reliability in comparison with real vertical deform
Externí odkaz:
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
Publikováno v:
In Engineering Analysis with Boundary Elements 1 September 2021 130:20-28