Zobrazeno 1 - 10
of 19
pro vyhledávání: '"András Mahler"'
Publikováno v:
Science and Technology of Nuclear Installations, Vol 2015 (2015)
In case of some nuclear power plants constructed at the soft soil sites, liquefaction should be analysed as beyond design basis hazard. The aim of the analysis is to define the postevent condition of the plant, definition of plant vulnerabilities, an
Externí odkaz:
https://doaj.org/article/3cf461b6f4d04ed89545795fc5d847ab
Publikováno v:
Cone Penetration Testing 2022 ISBN: 9781003308829
Cone Penetration Testing 2022 ISBN: 9781003329091
Cone Penetration Testing 2022 ISBN: 9781003329091
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9afc3e74014ddf7d9683f9ced3ce7e46
https://doi.org/10.1201/9781003308829-65
https://doi.org/10.1201/9781003308829-65
Autor:
András Mahler, Balázs Hübner
Publikováno v:
Útügyi Lapok. 8:41-60
Autor:
Balázs Móczár, András Mahler
Publikováno v:
Geomechanics and Tunnelling. 12:352-361
Publikováno v:
Periodica Polytechnica Civil Engineering.
Experience has shown that the durability of “high-modulus” asphalts made with modified bitumen is unsatisfactory. The misdirected “development” forced in recent decades necessitates a more accurate understanding of the mechanical behavior of
Autor:
András Mahler, Balázs Hübner
Publikováno v:
Periodica Polytechnica Civil Engineering.
Vulnerability assessment of structures is a vitally important topic among earthquake engineering researchers. Generally, their primary focus is on the seismic performance of buildings. Less attention is paid to geotechnical structures, even though in
Publikováno v:
Periodica Polytechnica Civil Engineering.
The seismicity of Hungary can be considered moderately active, nevertheless contemporary reports from the past approx. 350 years documented surface manifestations of liquefaction occurrences. The last such earthquake was the 1956 Dunaharaszti ground
Publikováno v:
E3S Web of Conferences, Vol 165, p 06017 (2020)
In this thesis, the numerical models of multi-stages excavation foundation pit with h-shaped double row piles as the retaining structure were built by finite element software PLAXIS 3D with HS small model as the constitutive equation for soil layers,
Publikováno v:
ce/papers. 2:737-742
Publikováno v:
ce/papers. 2:193-198