Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Filip Gago"'
Autor:
Jozef Vlček, Filip Gago, Ján Mihálik, František Malík, František Bahleda, Jozef Prokop, Martin Štefánik
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract Dynamic compaction is a soil improvement technique which involves the repeated application of an impact load to a contact area of the soil surface induced by heavy weights. Experimental measurements were prepared for evaluation of the ground
Externí odkaz:
https://doaj.org/article/dab924b8ddff428cbff3790b306b035d
Publikováno v:
Applied Sciences, Vol 14, Iss 11, p 4601 (2024)
When improving soil shear strength using various materials, determination of the improvement rate is a key issue and can be carried out using a direct shear test (DST). However, many standards for DST require only three specimens in the test and do n
Externí odkaz:
https://doaj.org/article/b7f4f61efb7b421e80eb7ea4a456dc72
Publikováno v:
Buildings, Vol 13, Iss 6, p 1464 (2023)
The piled embankment represents one of the solutions for the realization of a soil body on a compressible subsoil where extended settlement or insufficient stability threatens the serviceability of related structures. Widely adopted analytical design
Externí odkaz:
https://doaj.org/article/40f689fe334c437f8a2b269d258351ae
Publikováno v:
Applied Sciences, Vol 13, Iss 5, p 2931 (2023)
Analysis of pile bearing capacity is an important task in the investigation of soil-structure interaction. The paper is dedicated to the prediction methods for the pile bearing capacity calculation based on the cone penetration test (CPTu) results, n
Externí odkaz:
https://doaj.org/article/98002cb86afc4debb501a225c55d29b5
Publikováno v:
Engineering Analysis with Boundary Elements. 143:525-534
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f3d0fad63eb63045188e52494f86b1d
https://doi.org/10.1016/j.enganabound.2022.07.002
https://doi.org/10.1016/j.enganabound.2022.07.002
Publikováno v:
Buildings; Volume 13; Issue 6; Pages: 1464
The piled embankment represents one of the solutions for the realization of a soil body on a compressible subsoil where extended settlement or insufficient stability threatens the serviceability of related structures. Widely adopted analytical design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::4e7f2a81b405fa8106644bda9c60fe24
Publikováno v:
Civil and Environmental Engineering.
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://explore.openaire.eu/search/publication?articleId=doi_________::50c000548fd4e040401a4ab88e49f6b4
https://doi.org/10.2478/cee-2023-0037
https://doi.org/10.2478/cee-2023-0037
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3b81bc223e25f26440c46d1ed1300eb
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
https://doaj.org/article/f3ffd9351c61410da6569d971b3ee29b
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::df12efec29b6ead8a4d7cd205d2ee7d9
https://doi.org/10.2478/cee-2021-0047
https://doi.org/10.2478/cee-2021-0047
Publikováno v:
Engineering Analysis with Boundary Elements. 130:20-28
The article deals with the possibilities of using local meshless methods for modeling the movement of avalanches and rapid slopes movements. These are dangerous phenomena that can cause extensive damage to the infrastructure of mountainous areas and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98d6113a49f98f4082e617a78bea28ed
https://doi.org/10.1016/j.enganabound.2021.05.002
https://doi.org/10.1016/j.enganabound.2021.05.002