Research on the milisecond delay blasting impact in order to minimize seismic effects in Kučín quarry surrounding

• Autorzy: Baulovič J. , Pandula B. , Kondela J.
• Języki publikacji: EN

Abstrakty

EN

The intensity of seismic waves’ vibrations is proportional to the weight of the applied explosive. If the vibrations are sufficientin energy, surrounding buildings can be damaged or destroyed. Evaluating the negative effects of the blasting operations and quantification of the seismic safety is nowadays very actual and a challenging problem. The article presents the results of the analysis as well as an evaluation on seismic safety of the objects during blasting in the quarry Kučín. The results the evaluation seismic effects blasting verified in a Kučín quarry are the methodological base for evaluating the seismic effects of blasting in all quarries in Slovakia.

Słowa kluczowe

EN

blasting operations; seismic effect; particle velocity; seismic safety

• Wydawca: Sieć Badawcza Łukasiewicz - Instytut Przemysłu Organicznego
• Czasopismo: Materiały Wysokoenergetyczne
• Rocznik: 2015
• Tom: T. 7
• Strony: 5--13
• Opis fizyczny: Bibliogr. 13 poz., rys., tab.

Twórcy

autor

Baulovič J.

• B blast s.r.o., Jasenov 282, 06601 Humenne, Slovak Republic

autor

Pandula B.

• Faculty of Mining, Ecology, Process Control and Geotechnology, Technical University of Košice, Letná 9, 042 00 Košice, Slovak Republic
• Slovakian Society for Blasting and Drilling, 25, ČSA street, 974 01 Banská Bystrica, Slovak Republic

autor

Kondela J.

• Faculty of Mining, Ecology, Process Control and Geotechnology, Technical University of Košice, Letná 9, 042 00 Košice, Slovak Republic
• Slovakian Society for Blasting and Drilling, 25, ČSA street, 974 01 Banská Bystrica, Slovak Republic

Bibliografia

• [1] Bartoš L. 1984. „Protection of surface buildings against undesirable effects of blasting on subway construction in Prague“. Newsletter VUIS 2.
• [2] Bongiovanni Giovanni, Gorelli V., Rienzo G., Rinaldis D.. 1991. Experimental Studies of Vibrations Caused by Blasting for Tunnel Excavations.In: Earthquake, Blast and Impacts: Measurements and Effects of Vibration, 201-210, Elsevier Applied Science, ISBN 978-1-851-66-705-5.
• [3] Chen C.H. (Edt.). 1982. Seismic Signal Analysis and Discrimination. Amsterdam-Oxford-New York : Elsevier Science & Technology, ISBN 9780444421364.
• [4] Dojčár O., Horký J., Kořínek R.. 1996. Blasting techniques. Ostrava, ISBN 80-85780-69-0.
• [5] Holub K. 2006. „Vibrations caused by blasting operations and their effects on underground structures, surface buildings and population“. Transactions Technical University of Ostrava 6 (2) : 113–123.
• [6] Kalab Z. 2004. „Impact of seismicity on surface in Mining Atftected Arreas. General Description“. Acta Geodynamica et Geomaterialia 1 (1) : 35–39.
• [7] Mosinec V.N.. 1976. Dismantlers and seismic effects of blasting in rocks. (in Russian) Moskva : Nedra.
• [8] Pandula Blažej, Kondela Julián. 2010. Metodology of seismic blasting. Banská Bystrica, ISBN 078-80-970265-0-9
• [9] Pandula Blažej, Kondela Julián. 2012. „Methodology of evaluation the effects of seismic blasting in quarries“. Materialy wysokoenergetyczne 4 : 5-10.
• [10] Pandula Blažej, Kondela Julián. 2015. „Measure the impact of technical seismicity induced by blasting operations in the quarry on Kučín surrounding individual buildings in the Kučín village“. Research Report F BERG TU, Košice.
• [11] Dojčár O.. 1981. „On the problem of seismic safety of blasting in quarries“. Rudy 12 : 28-35.
• [12] Siskind D.. 2001. „Structural Response and Damage by Grow, Vibration from Surface Mine Blasting“. USBM RJ 8507.
• [13] Slovak technical standard STN Eurocode 8 „Design of structures for earthquake resistance. Part 1“. National Annex, change 1. STN EN 1998-1/NA/Z1.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.