Výsledky vyhľadávania
Názov Multidisciplinary research of landslide at UNESCO site of Lower Hodruša mining water reservoir Aut.údaje Martin Bednarik... [et al.] Autor Bednárik Martin (25%)
Spoluautori Putiška René (25%)
Dostál Ivan (8%)
Tornai Rudolf (5%)
Šilhán Karel (10%)
Holzer Filip (5%)
Weis Karol 1972- (20%) UMBFP01 - Katedra geografie a geológie
Ružek Ivan (2%)
Zdroj.dok. Landslides : journal of the International Consortium on Landslides. Vol. 15, no. 6 (2018), pp. 1233-1251. - Berlin : Springer, 2018 Kľúč.slová zosuvy baníctvo - mining Heslá geogr. Banská Štiavnica (Slovensko) Dolná Hodrušská vodná nádrž Jazyk dok. angličtina Krajina Nemecko Anotácia This article presents a multidisciplinary approach to the assessment of slope deformation at the Lower Hodruša mining water reservoir, which is part of a UNESCO cultural heritage site. The multidisciplinary approach was used to develop remedial measures. The Lower Hodruša mining water reservoir is situated in the Hodruša-Hámre municipality near Banská Štiavnica in the central part of Slovakia. The first mention of the construction of the reservoir is from 1743, and according to historical records, there were problems with slope stability already at that time. Nowadays, to increase the volume of water available for technical operations in the Hodruša valley, the decision was made to increase the dam’s output capacity. Slope movements were first detected while the reservoir was being drained. A part of the left shore 50 to 150 m from the dam crest moved, damaging adjacent buildings. The Hodruša-Hámre municipal authorities declared an emergency on 24 August 2015 because of the appearance of cracks in the asphalt surface of the national road and its subsidence. The main discontinuity conformed approximately to the contours of the known landslide area on the south side of the reservoir. The significant deformations involving the 0.20-m subsidence of the service road were reported during heavy rainfall in October 2014. A range of geoscientific disciplines was used to develop a detailed description of the landslide area and to determine the cause of the slope deformation. The depth and course of the shear surface were measured using boreholes and geophysical methods; the historic development of the landslide was analysed using dendrochronological measurements; and the present horizontal and vertical movement of the landslide over one and half years was determined using geodetic monitoring based on a network of stabilised points and inclinometer measurements Kategória publikačnej činnosti ADC Číslo archívnej kópie 42626 Kategória ohlasu VOJTEKOVÁ, Jana - VOJTEK, Matej - TIRPÁKOVÁ, Anna - VLKOLINSKÁ, Ivona. Spatial analysis of pottery presence at the former Pobedim hillfort (an archeological site in Slovakia). In Sustainability. ISSN 2071-1050, 2019, vol. 11, no. 23, art. no. 6873.
PAVOLOVÁ, Henrieta - ŠIMKOVÁ, Zuzana - PETRÁŠ, Miloš. Use of modern computer technologies and 3D modelling in the study of historical montanistics. In 1st interregional conference on sustainable development of Eurasian mining regions, Kemerovo, 25th - 27th November 2019. Les Ulis : EDP Sciences, 2019. ISSN 2555-0403, vol. 134.
Katal.org. BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici Báza dát xpca - PUBLIKAČNÁ ČINNOSŤ Odkazy PERIODIKÁ-Súborný záznam periodika 
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Názov Analysis of earth pressure at retaining walls reinforced with geosynthetics Aut.údaje Jozef Vlček ... [et al.] Autor Vlček Jozef (15%)
Spoluautori 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%)
Zdroj.dok. 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 Kľúč.slová earth pressure geosynthetics retaining wall stress distribution Jazyk dok. angličtina Krajina Bulharsko Systematika 502 Anotácia 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 Kategória publikačnej činnosti AEC Číslo archívnej kópie 42273 Kategória ohlasu 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.
Katal.org. BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici Báza dát xpca - PUBLIKAČNÁ ČINNOSŤ nerozpoznaný
Názov Deformation analysis of gabion walls on transport structures Aut.údaje Jozef Vlček ... [et al.] Autor Vlček Jozef (15%)
Spoluautori 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%)
Zdroj.dok. 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 Kľúč.slová deformation modulus FEM gabion walls global stability Jazyk dok. angličtina Krajina Bulharsko Systematika 502 Anotácia 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 Kategória publikačnej činnosti AFC Číslo archívnej kópie 42271 Katal.org. BB301 - Univerzitná knižnica Univerzity Mateja Bela v Banskej Bystrici Báza dát xpca - PUBLIKAČNÁ ČINNOSŤ nerozpoznaný