Počet záznamov: 1
Multidisciplinary research of landslide at UNESCO site of Lower Hodruša mining water reservoir
SYS 0259168 LBL 02679^^^^^2200205^^^450 005 20240513145407.2 014 $a 000432127000016 $2 CCC 014 $a 000432127000016 $2 WOS CC. SCIE 014 $a 2-s2.0-85043678247 $2 SCOPUS 017 70
$a 10.1007/s10346-018-0973-5 $2 DOI 035 $a biblio/68868 $2 CREPC2 100 $a 20180604d2018 m y slo 03 ba 101 0-
$a eng 102 $a DE 200 1-
$a Multidisciplinary research of landslide at UNESCO site of Lower Hodruša mining water reservoir $f Martin Bednarik... [et al.] 330 0-
$a 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 463 -1
$1 001 umb_un_cat*0288780 $1 011 $a 1612-510X $1 011 $a 1612-5118 $1 200 1 $a Landslides $e journal of the International Consortium on Landslides $v Vol. 15, no. 6 (2018), pp. 1233-1251 $1 210 $a Berlin $c Springer $d 2018 606 0-
$3 umb_un_auth*0095442 $a zosuvy 606 0-
$3 umb_un_auth*0000292 $a baníctvo $X mining 607 -1
$3 umb_un_auth*0036038 $a Banská Štiavnica (Slovensko) $X Banská Štiavnica (Slovakia) 607 -1
$3 umb_un_auth*0267697 $a Dolná Hodrušská vodná nádrž 700 -1
$3 umb_un_auth*0266726 $a Bednárik $b Martin $4 070 $9 25 701 -1
$3 umb_un_auth*0267698 $a Putiška $b René $4 070 $9 25 701 -1
$3 umb_un_auth*0267699 $a Dostál $b Ivan $4 070 $9 8 701 -1
$3 umb_un_auth*0267700 $a Tornai $b Rudolf $4 070 $9 5 701 -1
$3 umb_un_auth*0247986 $a Šilhán $b Karel $4 070 $9 10 701 -1
$3 umb_un_auth*0267701 $a Holzer $b Filip $4 070 $9 5 701 -1
$3 umb_un_auth*0106184 $a Weis $b Karol $p UMBFP01 $4 070 $9 20 $f 1972- $T Katedra geografie a geológie 701 -1
$3 umb_un_auth*0137214 $a Ružek $b Ivan $4 070 $9 2 801 $a SK $b BB301 $g AACR2 $9 unimarc sk T85 $x existuji fulltexy
Počet záznamov: 1