Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Janko Logar"'
Publikováno v:
Applied Sciences, Vol 14, Iss 10, p 4044 (2024)
The impact of climate change has become increasingly severe in forests, where droughts and strong winds on the one hand and extreme rainfall events on the other hand can damage forest ecosystems. To mitigate the effects of drought and enhance soil wa
Externí odkaz:
https://doaj.org/article/1acf0a2d50e8463aa5b09be0df21844b
Autor:
Tina Peternel, Ela Šegina, Jernej Jež, Mateja Jemec Auflič, Mitja Janža, Janko Logar, Matjaž Mikoš, Miloš Bavec
Publikováno v:
Geologija, Vol 65, Iss 2, Pp 129-147 (2022)
This paper gives an overview of landslide research and the activity of landslides located above the Koroška Bela settlement in Northwest Slovenia. There are several landslides in this area and they pose a direct threat to the settlement below. The s
Externí odkaz:
https://doaj.org/article/a4175a3bf546491ea02a917265523449
Autor:
Alessandro Sorze, Francesco Valentini, Jasna Smolar, Janko Logar, Alessandro Pegoretti, Andrea Dorigato
Publikováno v:
Materials, Vol 16, Iss 23, p 7285 (2023)
The aim of this study was to investigate the effect of different types of natural cellulose-based fillers on the properties of Xanthan gum (XG) in order to develop novel bio-based soil conditioners (SCs) that could be used in forestry and agricultura
Externí odkaz:
https://doaj.org/article/0e6ee88c013b4abb8ab51c0c1bfa3d96
Publikováno v:
Journal of Advanced Transportation, Vol 2021 (2021)
This paper focuses on the design phase of I-BIM tunnelling projects using Sequential Excavation Method (SEM), in Europe, commonly referred to as the New Austrian Tunnelling Method (NATM), and addresses the problem of coupling geotechnical conditions
Externí odkaz:
https://doaj.org/article/f6c3593926c6419e82ee0568bdb5dae1
Publikováno v:
Applied Sciences, Vol 10, Iss 19, p 6832 (2020)
In this study, a vulnerability analysis of road and railway embankments to earthquake-induced liquefaction deformations was carried out. The result of the vulnerability analysis was a set of fragility curves that were obtained for several embankment
Externí odkaz:
https://doaj.org/article/f99b0d7451414313a54480e23fa4733b
Autor:
AleÅ¡ MarjetiÄÂ, Tomaž AmbrožiÄÂ, Sonja Bogatin, BoÅ¡tjan Pulko, Janko Logar, Jure KlopÄÂiÄÂ
Publikováno v:
Sensors, Vol 8, Iss 12, Pp 8139-8155 (2008)
During construction of the Ã…Â entvid tunnel a unique opportunity arose to measure the 3D displacements ahead of the motorway tunnel excavation face, since the exploratory tunnel was already constructed in the axis of the main tunnel. According t
Externí odkaz:
https://doaj.org/article/be15c416235b43e0b78a2c943f9c043f
Autor:
Andrej Štimulak, Janko Logar, Tomaž Ambrožič, Sonja Bogatin, Jure Klopčič, Aleš Marjetič, Bojan Majes
Publikováno v:
Geodetski Vestnik, Vol 50, Iss 1, Pp 11-24 (2006)
This article describes the geodetic monitoring of the impact that the tunnel excavations have on the rock mass of the tunnel face in Šentvid tunnel. In the preliminary phase. an exploratory gallery was built almost along the main tunnel axis to coll
Externí odkaz:
https://doaj.org/article/bdb115e4ced64bea9e70e18f1ce28885
Publikováno v:
Geologija, Vol 45, Iss 2, Pp 457-463 (2002)
The three large landslides that occured in Slovenia in past few years and threaten the population and infrastructure were relatively well investigated geologically and geomechanically.One of common characteristics of all three landslides is the occur
Externí odkaz:
https://doaj.org/article/3e35678024f54007bfcd8a500665424e
Estimation of Scenario-based Liquefaction Probability with Consideration of Ground-motion Randomness
Publikováno v:
Journal of Earthquake Engineering. 26:7933-7955
Autor:
Janko Logar, Mirko Kosič, Cristiana Ferreira, Namık Aysal, António Viana da Fonseca, Ilknur Bozbey, Cihan Öser, Sadik Oztoprak, Julieth Quintero, Maxim Millen
Publikováno v:
Bulletin of Earthquake Engineering. 19:3987-4012
The seismic behaviour of a building on a liquefiable deposit is a complex interaction which involves quantifying both shaking induced damage and permanent ground deformation-related damage. In this paper the key parameters that influence both surface