• ANALYSIS OF REMEDIAL ACTIONS DESIGNED TO STABILIZE A HIGHWAY CUT IN A LANDSLIDE AREA 

      Autor: Turček, Peter; Šúĺovská, Monika; Kopecký, Miloslav; Panuška, Jakub
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      The Carpathian flysch is widely recognized as a geological environment prone to slope movements. This fragility in such an environment is due to its complicated geological and hydrogeological conditions. Weakened slip ...
    • ANALYSIS OF THE TIME COURSE OF A BRIDGE ABUTMENTS SETTLEMENT 

      Autor: Hruštinec, Luboš
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      The paper deals with the time course of the bridge abutments settlement (consolidation of the subsoil) on the motorway D4 in Stupava, Slovakia. The bridge abutments are founded on an earth embankment 5.5 meters in height ...
    • CALIBRATION OF INPUT PARAMETER VALUES FOR AN ADVANCED MATERIAL MODEL OF SPRAYED CONCRETE 

      Autor: Závacký, Martin; Chalmovský, Juraj; Miča, Lumír; Bílek, Petr
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      The paper briefly presents an advanced material model for shotcrete involving many aspects of the actual behavior of concrete. However, the contribution is focused on determination and calibration of selected input parameter ...
    • PREDICTION OF THE DEVELOPMENT OF GROUNDWATER QUALITY IN A FINISHED SLUDGE LAGOON 

      Autor: Černoch, Petr; Košťál, Jiří
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      This study deals with prediction of the development of groundwater quality in a finished sludge lagoon. For depositing and predicting secondary float energy by-products, it is appropriate to use mathematical modelling. The ...
    • PROPOSAL FOR SECURING A ROCK MASSIF NEAR BEROUN RAILWAY STATION 

      Autor: Barták, Jiří
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      The proposal concerns the securing of a 100 m long section of the rock slope along the lead track at Beroun railway station, where a relatively massive rock block collapsed in June 2016. The rock slope is about 30 m high ...
    • SOIL REINFORCEMENT AND EC7 (202x) 

      Autor: Vaníček, Martin
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      Soil reinforcement is not really covered in current version of Eurocode 7 and therefore during the proposals for 2nd generation of EC7 the soil reinforcement was highly promoted for inclusion in new EC7 based on the comments ...
    • THE INTERACTION OF FLOODS WITH TRANSPORT INFRASTRUCTURE 

      Autor: Vaníček, Ivan; Vaníček, Jiří
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      Current demands on transport infrastructure are very often associated with the terms of “sustainability, availability and affordability”. The first term directly refers to the basic principles of sustainable construction ...
    • THE LOAD-DISPLACEMENT BEHAVIOUR OF GROUND ANCHORS IN FINE GRAINED SOILS 

      Autor: Chalmovský, Juraj; Míča, Lumír
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2018)
      Ground anchors represent an important structural element in the area of geotechnical engineering. Despite their extensive usage, a design process of these elements is usually performed using simple empirical and semi-empirical ...