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Title Možnosti sanácie banských záťaží Author info Peter Andráš ... [et al.] Author Andráš Peter 1953- (60%) UMBFP04 - Katedra životného prostredia
Co-authors Dirner Vojtech 1953- (20%)
Križáni Ivan (10%)
Bendová Miroslava (10%)
Source document Staré báňské zátěže opuštěných Cu-ložisek. S. 46-60. - Chrudim : Vodní zdroje Ekomonitor, 2014 / Andráš Peter 1953- ; Dirner Vojtech 1953- ; Turisová Ingrid 1965- ; Vojtková Hana ; Sivek Martin ; Baláž Peter ; Zelený Ján 1951- Keywords bane remediácia ťažba mines remediation exploitation Language Slovak Country Czech Republic systematics 502 Public work category AEC No. of Archival Copy 28084 Catal.org. BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici Database xpca - PUBLIKAČNÁ ČINNOSŤ 
article
Title Analysis of earth pressure at retaining walls reinforced with geosynthetics Author info Jozef 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 Language English Country Bulgaria systematics 502 Annotation Recent 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 Copy 42273 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 Database xpca - PUBLIKAČNÁ ČINNOSŤ 
unrecognised
Title Deformation analysis of gabion walls on transport structures Author info Jozef 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 Language English Country Bulgaria systematics 502 Annotation Gabion 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 Copy 42271 Catal.org. BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici Database xpca - PUBLIKAČNÁ ČINNOSŤ unrecognised