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Your query: Author Sysno = "^umb_un_auth 0253104^"
  1. TitleBiografický portrét Milana Rastislava Štefánika a jeho využitie vo vzdelávacom procese
    Subtitlezáverečná práca
    Author infoJozef Vlček; školiteľ: Vladimír Varinský
    Author Vlček Jozef
    Another authors Varinský Vladimír 1954- (Školiteľ (konzultant))
    Corporation Univerzita Mateja Bela . Filozofická fakulta . Katedra histórie , Banská Bystrica, Slovensko
    Issue dataBanská Bystrica , 2016. - 51 s.
    Person keywords Štefánik Milan Rastislav slovenský astronóm, politik, generál francúzskej armády 1880-1919
    Keywords medailóny - biografické portréty - biographical portraits   výchovno-vzdelávací proces - vzdelávací proces - educational process  
    LanguageSlovak
    CountrySlovak Republic
    systematics 94.929
    Catal.org.BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici
    Databasexk - Kvalifikačné práce
    Copy count1, currently available 0, at library only 1
  2. TitleDeformation analysis of gabion walls on transport structures
    Author infoJozef Vlček ... [et al.]
    Author Vlček Jozef (15%)
    Co-authors Niemiec Dominik (10%)
    Zástěrová Petra (10%)
    Kais Ladislav (10%)
    Matuszková Barbara (5%)
    Heviánková Sylvie (5%)
    Kyncl Miroslav (5%)
    Marschalko Marian (5%)
    Yilmaz Isik (5%)
    Bendová Miroslava (5%)
    Dirner Vojtech 1953- (5%)
    Sochorková Alena (5%)
    Andráš Peter 1953- (5%) UMBFP04 - Katedra životného prostredia
    Arencibia Orlando Montero (5%)
    Bednárik Martin (5%)
    Source document SGEM 2014 : international multidisciplinary scientific geoconference SGEM 2014, 17-26 June 2014, Albena Bulgaria : conference proceedings, Vol. II. S. 259-266. - Sofia : STEF92, 2014 ; GeoConference on science and technologies in geology, exploration and mining international multidiciplinary scientific geoconference
    Keywords deformation modulus   FEM   gabion walls   global stability  
    LanguageEnglish
    CountryBulgaria
    systematics 502
    AnnotationGabion walls bring convenient way to realize the retaining walls with high level of global stability and aesthetic value. The design methods are based on the exerted approaches for gravity walls without reflection that gabion blocks have some special characteristics that need to be take into account. The major difference is that the bolcks are not rigid bodies and therefore the area of affected loads has its limitations. This paper presents the results of parametric study of gabion walls aimed at the material characteristics of gabions, especially at the deformation properties, that are neglected in recent design approaches
    Public work category AFC
    No. of Archival Copy42271
    Catal.org.BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici
    Databasexpca - PUBLIKAČNÁ ČINNOSŤ
    unrecognised

    unrecognised

  3. TitleAnalysis of earth pressure at retaining walls reinforced with geosynthetics
    Author infoJozef Vlček ... [et al.]
    Author Vlček Jozef (15%)
    Co-authors Niemiec Dominik (10%)
    Zástěrová Petra (10%)
    Matuszková Barbara (10%)
    Heviánková Sylvie (10%)
    Kyncl Miroslav (5%)
    Marschalko Marian (5%)
    Yilmaz Isik (5%)
    Bendová Miroslava (5%)
    Dirner Vojtech 1953- (5%)
    Sochorková Alena (5%)
    Andráš Peter 1953- (5%) UMBFP04 - Katedra životného prostredia
    Arencibia Orlando Montero (5%)
    Bednárik Martin (5%)
    Source document SGEM 2014 : international multidisciplinary scientific geoconference SGEM 2014, 17-26 June 2014, Albena Bulgaria : conference proceedings, Vol. II. S. 33-40. - Sofia : STEF92, 2014 ; GeoConference on science and technologies in geology, exploration and mining international multidiciplinary scientific geoconference
    Keywords earth pressure   geosynthetics   retaining wall   stress distribution  
    LanguageEnglish
    CountryBulgaria
    systematics 502
    AnnotationRecent design methods of reinforced retaining walls are based on several approaches at the earth pressure determination. Newer methods are developed to bring the design model closer to real conditions. The monitoring of the structures reinforced with the geosynthetics but shows some anomalies at wall displacements and reinforcement loads. A series of real structure monitoring and numerical modelling was involved to verify the recent design methods. This paper represents the results of these analyses aimed at the earth pressure due to the backfill of the wall and at the stress distributions along the reinforcement
    Public work category AEC
    No. of Archival Copy42273
    Repercussion category SEGALINI, Andrea - CHIAPPONI, Luca - DRUSA, Marian - PASTARINI, Benedetta. New inclinometer device for monitoring of underground displacements and landslide activity. In Communications scientific letters of the University of Žilina. ISSN 1335-4205, 2014, vol. 16, no. 4, pp. 58-62.
    Catal.org.BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici
    Databasexpca - PUBLIKAČNÁ ČINNOSŤ
    unrecognised

    unrecognised



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