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Deformometrická a výšková měření v katastrálním území obce Dětmarovice v roce 2016
Kajzar, Vlastimil ; Staš, Lubomír
Ústav geoniky AV ČR, v.v.i. v Ostravě byl v souvislosti s uvažovaným hlubinným dobýváním uhelných zásob a jeho možného vlivu na katastrální území Dětmarovice požádán v roce 2001 Dolem ČSA o posouzení případných vlivů poddolování na stabilitu svahů na vybrané části katastrálního území Dětmarovice. Důsledkem dobývání jsou, mimo jiné, i poklesy povrchu, což vzhledem ke stávající morfologii terénu v předmětném katastrálním území vyvolalo obavu, zda tyto poklesy nebudou dále indukovat svahové pohyby. V listopadu 2001 tedy byla v dané lokalitě vybudována kontrolní monitorovací síť o čtyřech individuálních profilech. Na těchto přímkách bylo doporučeno provádět ve stejných intervalech deformometrická (délková) a nivelační (výšková) měření. Z následného periodického deformometrického a nivelačního monitoringu těchto svahů ještě před začátkem rozvoje poklesové kotliny do sledované oblasti a dále v období projevů účinků dobývání je pak možné stanovit, zda vůbec k vývoji svahových deformací dochází, a následně na možné příčiny případných pohybů poukázat (morfologicko-geotechnické a klimatické přírodní podmínky, hornická a antropogenní činnost aj.).
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Height measurement in the northern area of mining areas Doubrava and Karviná Mines In 2016
Kajzar, Vlastimil ; Waclawik, Petr ; Staš, Lubomír
In the northern area of mining areas Doubrava and Karvina mines on the border RA Detmarovice and Doubrava are implemented, the mining activities. For this reason, in order to detect possible effects of the mine to the surface and surface objects twice a year height focuses, points in this area stable. From 2014 he was a contractor for these works chosen by the Institute of Geonics, v.v.i., Ostrava. In August and November 2016 survey conducted campaigns planned this year, during which it conducted a total of 4 highrise focus of inter-related leveling routes, which are formed by these points. Highrise points are stabilized in the area of interest in several ways - usually in steel design height marks on buildings, then as an iron bolt concreted in the ground or using nails driven into the concrete foundation or other alternative means. Distribution points in the area of interest is indicative captured in the map appendix. Existing trace and focus points are highlighted in green, yellow trace inaccessible points, refocused points in red and violet points that have occurred to their long term disablement or destruction. Each zaměřovaných points in order to trace the terrain carefully documented (GPS coordinates, photos, text description) and registered. These documents are available from the contractor.
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The leveling of the newly stabilized elevation points in RA Detmarovice in 2016
Kajzar, Vlastimil ; Waclawik, Petr ; Staš, Lubomír
In the northern area of mining areas Doubrava and Karvina mines on the border RA Detmarovice and Doubrava are implemented, the mining activities. For this reason, in order to detect possible effects of the mine to the surface and surface objects twice a year height focuses, points in this area stable. From 2014 he was a contractor for these works chosen by the Institute of Geonics, v.v.i., Ostrava. The measurement results are annually presented in the final report - elevation measurements in the northern area of mining areas Doubrava and Karviná Mines I. In 2016, the existing network of height points in a cadastral municipality Dětmarovice expanded by 11 new points. New points are stabilized by means of steel bench mark on objects. Elevation point near house No. 713 is a stabilized form of measuring support cast-in steel casing
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Underground research site Bukov - geotechnical characterization of the site
Souček, Kamil ; Vavro, Martin ; Vavro, Leona ; Staš, Lubomír ; Georgiovská, Lucie
Podzemní výzkumné pracoviště Bukov (PVP) je navrženo jako testovací lokalita pro zhodnocení vlastností a chování horninového masivu, typově blízkého vybraným kandidátním lokalitám, v hloubce odpovídající předpokládané úložné hloubce finálního hlubinného úložiště vysoce aktivních odpadů v České republice. PVP Bukov, jehož výstavba byla zahájena v roce 2013, je realizováno v jižním křídle uranového ložiska Rožná, na severovýchodním okraji strážeckého moldanubika, poblíž jeho styku se svrateckým krystalinikem. Důlní díla pracoviště jsou situována na 12. patře jámy Bukov-1, v hloubce přibližně 600m pod povrchem.
Fulltext: content.csg -  PDF
Plný tet: UGN_0465530 - PDF
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Partial Report IV / 2016 - Rating of the deformation stress monitoring the state of the rock mass during mining coal seam 30 (634) within the trial operation of mining method corridor - a pillar in OPJ ČSM - NORTH
Waclawik, Petr ; Ptáček, Jiří ; Kukutsch, Radovan ; Kajzar, Vlastimil ; Koníček, Petr ; Souček, Kamil ; Staš, Lubomír
Monitoring of the deformation stress state of the rock mass is a prerequisite for the verification of unapproved new mining methods hall-pillar and its further application in the Czech part of the Upper Silesian coal basin. This mining method is designed on the basis of experiences and practices that are verified in different natural conditions and depths below the surface and is therefore essential for the verification of conditions for the Czech part of the Upper Silesian Basin based on geotechnical monitoring. The present report is prepared on the basis of a contract no. 942/50/10, where the Institute of Geonics, v.v agrees to make periodic evaluation of monitoring data napěťodeformačního state of the rock mass. In accordance with the aforementioned agreement, the message is processed in the six-month period and continues in the interim report III / 2015 (Waclawik et al. 2015) passed buyers in April this year. Interim results of the geotechnical monitoring, such as the experience gained during the first conquest dobývky V show specifics of natural conditions in trial operation unapproved new mining methods hall-pillar.
Fulltext: content.csg - PDF
Plný tet: UGN_0464907 - PDF
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Summary of foreign knowledge about the origin and development of EDZ in crystalline rocks - research
Vavro, Martin ; Souček, Kamil ; Staš, Lubomír ; Vavro, Leona
Presented search summarizes findings of foreign research oriented on the origin and evolution of the excavation damaged zone in crystalline rocks with a particular focus on the essential results of experimental projects which were performed in Canada, Sweden, Finland, and Switzerland. The study is divided, excluding the introduction, into seven main chapters of the text, which gradually deal with: (1) definition of key terms, (2) overview of the main underground research laboratories in the world where EDZ assessment was conducted, (3) methods suitable for EDZ description and characterization, (4) main factors influencing the origin of failure around the excavations and time-dependent evolution of EDZ. An overview of important outcomes of EDZ experiments, focusing on the European hard rock laboratories (Stripa, Äspö, Onkalo/Olkiluoto and Grimsel), and their summary are presented in the final two chapters.\nThe review summarizing the published key findings and results of in situ experiments shows, that for rock in lower stress state, i.e. in no spalling environment, the extent and character of rock mass damage is typically dependent on the excavation method. Using mechanical excavation, rock damage zone with thickness less than 3 centimeters can be originated. The microcracks within this zone contribute to the increase of hydraulic conductivity of the rock mass. At some test sites (Äspö, Grimsel), where the tunnel boring machine technology was used, the damage zone was already detected in depth of less than 5 mm.\nOn the contrary, openings excavated by drilling and blasting are characterized by much more extensive damage zones up to several tens of centimeters in width. The damage progressively diminishes with the distance from the opening.
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Partial Report III / 2015 - Rating of the deformation stress monitoring state of the rock mass during mining coal seam 30 (634) within the trial operation of mining method corridor - a pillar in OPJ ČSM - NORTH
Waclawik, Petr ; Ptáček, Jiří ; Kukutsch, Radovan ; Kajzar, Vlastimil ; Koníček, Petr ; Souček, Kamil ; Staš, Lubomír
Monitoring of the deformation stress state of the rock mass is a prerequisite for the verification of unapproved new mining methods hall-pillar and its further application in the Czech part of the Upper Silesian coal basin. This mining method is designed on the basis of experiences and practices that are verified in different natural conditions and depths below the surface and is therefore essential for the verification of conditions for the Czech part of the Upper Silesian Basin based on geotechnical monitoring. The present report is prepared on the basis of a contract no. 942/50/10, where the Institute of Geonics, v.v agrees to make periodic evaluation of monitoring data napěťodeformačního state of the rock mass. In accordance with the aforementioned agreement, the message is processed in the six-month period and continues in the interim report II / 2015 (Waclawik et al. 2015) passed buyers in April this year. Interim results of the geotechnical monitoring, such as the experience gained during the first conquest dobývky V show specifics of natural conditions in trial operation unapproved new mining methods hall-pillar.
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Bukov PVP underground research laboratory - geotechnical conditions of construction
Souček, Kamil ; Vavro, Martin ; Staš, Lubomír ; Koníček, Petr ; Ptáček, Jiří ; Waclawik, Petr ; Vavro, Leona ; Lednická, Markéta ; Kaláb, Zdeněk ; Šňupárek, Richard ; Vondrovic, L.
Bukov PVP Underground Research Laboratory (Bukov URL) is designed to be a test site for the evaluation of properties and behavior of the rock mass which is of similar type as selected candidate sites in the Czech Republic. It is situated at a depth corresponding to the proposed storage depth of the final locality for the national deep repository of high-level radioactive waste. The Bukov URL, the construction of which has begun in 2013, is situated in the southern part of the Rožná uranium deposit, at the northeastern periphery of the Strážek Moldanubicum close to its contact with the Svratka Unit. The rock mass is composed of relatively monotonous rock sequences primarily of a volcanosedimentary origin. They are currently represented, due to the subsequent tectonometa-morphic development, by migmatized biotite paragneisses up to stromatitic and/or oftalmitic migmatites, amphibole-biotite to biotite-amphibole gneisses, and amphibolites. The workings of the Bukov URL are situated on the level 12 of the Bukov-1 shaft, at the depth of about 600 m below the earth’s surface. The Bukov URL is still under construction and the research works by the consortium of several organizations – ÚJV Řež, a.s., Czech Geological Survey, Institute of Geonics of the CAS, v.v.i., and Arcadis CZ, a.s. - are carried out simultaneously. The research activities focus on a complex geological and geotechnical characterization of the rock mass of interest, which is vital for the realization of further research in situ. This paper briefly describes the technical solution of the Bukov URL and the process of its construction.
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Komplexní geologická charakterizace prostorů PVP Bukov
Verner, K. ; Bukovská, Z. ; Souček, Kamil ; Vavro, Martin ; Staš, Lubomír ; Kaláb, Zdeněk ; Havlová, V. ; Kučera, P.
This report summarizes results of ongoing basic and applied research related to the project "Comprehensive geological characterization of underground research facility (PVP) Bukov" (PB-2014-ZL-U2301-004-BUKOV). In the wider area of the PVP Bukov a steep NW-SE trending metamorphic foliation was identified which is partly refolded into sub-horizontal direction. Faults and extensional joints with variable mineralization are mostly steep, trending mostly NW - SE or NNE - SSW. In addition, geological map at the scale of 1 : 4 500 of this area has been processed based on new field geological mapping and archival data. Moreover, a detailed petrographic and structural analysis of boreholes S-1 to S-4 (a total length of 470 meters) has been made. On the basis of U/Pb dating the age of the protolith of prevailing migmatized amphibolic gneisses was determined at 500-600 Ma as well as the subsequent regional metamorphism associated with partial melting and deformation at around 338 Ma. Results of thermodynamic modeling revealed the P-T conditions of regional metamorphism at T: 692–727 °C and P: 5 kbar.
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Hodnocení kvality horského masívu a geotechnický průzkum pro záměr vybudování podzemního výzkumného pracoviště Bukov – I. a II. fáze
Souček, Kamil ; Staš, Lubomír ; Vavro, Martin
Tento dokument popisuje navržené metody geotechnického průzkumu pro účel "Vybudování podzemního výzkumného pracoviště Bukov - I. etapa" pro potřeby hodnocení kvality horninového masivu (HM) v oblasti lokality "Bukov". Navržené metody průzkumu mají především za úkol ověřit kvalitu a vlastnosti zájmového horninového masivu a jeho zařazení do kvazihomogenních celků pro účely realizace a provozování podzemního výzkumného pracoviště Bukov v dalších etapách po jeho vybudování. Získané znalosti z provedeného geotechnického průzkumu budou rovněž využívány jako vstupní informace a data pro účely navrhovaných výzkumných experimentů in situ na pracovišti "Podzemního výzkumného pracoviště Bukov" pro řešení problematiky ukládání vyhořelého jaderného paliva. Generelně je horninový masiv tvořen komplexem hornin strážeckého moldanubika, tvořeného především jemně až středně zrnitými biotitickými a cordierit-biotitickými rulami, migmatitizovanými rulami, migmatity, granitizovanými rulami a granulitovými rulami až granulity.
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