An Integrated Overview of Blasting Damage Criteria for Engineering Structures

Yıl 2024, Cilt: 7 Sayı: 1, 96 - 108, 15.01.2024

Davut Yilmaz

https://doi.org/10.34248/bsengineering.1400687

Öz

Blasting applications are frequently used during the construction of engineering structures. In our country, damage assessment criteria created by reference to the Report of Investigations RI 8507 prepared by the United States Bureau of Mines (USBM) are used to control the impact of blast vibrations on existing structures or structures under construction. In this study, the structures in the database of that report of investigation and the points on which the damage criteria are based are examined. Moreover, in the light of the other studies carried out by different researchers about the blast damage criteria in engineering structures, the requirement of reevaluation of USBM damage criteria for reinforced concrete buildings, tunnels, pipelines and other engineering structures has been revealed.

Anahtar Kelimeler

Blasting, Damage criteria, Peak particle, Velocity

Kaynakça

• AASTHO Designation. 2004. R 8-96. Standard Recommended Practice for Evaluation of Transportation-Related Earthborne Vibrations, AASTHO, New York, USA, pp: 1-13.
• Ahmed L. 2016. Impact-type vibration effects on young concrete for tunnelling. BeFo Rep (Stiftelsen Bergteknisk Forskning/Rock Engineering Research Foundation), 147: 48.
• Bischoff PH, Perry SH. 1991. Compressive behaviour of concrete at high strain rates. Mater Struct, 24: 425-450.
• Bollinger GA. 2018. Blast vibration analysis. Courier Dover Publications, New York, USA, pp: 160.
• Calder P. 1977. Pit slope manual. Chapter 7, Perimeter blasting. CANMET, Energy, Mines and Resources, Ottawa, Canada, pp: 22-76.
• Crandell FJ. 1949. Ground vibration due to blasting and its effect upon structures. Boston Society of Civil Engineers, Boston, USA, pp: 110.
• Crawford R, Ward HS. 1965. Dynamic strains in concrete and masonry walls. Division of Building Research, National Research Council of Canada, Ottawa, Canada, pp: 1-16.
• DGMS (Tech) (S&T). 1997. Circular No.7. Directorate General of Mines Safety, Dhanbad, India, pp: 9-14.
• Dowding CH. 1985. Blast vibration monitoring and control. Prentice Hall Inc, New York, USA, pp: 45.
• Edwards AT, Northwood TD. 1960. Experimental studies of the effects of blasting on structures. Washington: Division of Building Research, National Research Council, Washington, USA, pp: 26.
• Francini RB, Baltz WN. 2008. Blasting and construction vibrations near existing pipelines: what are appropriate levels? In International Pipeline Conference, September 29–October 3, Calgary, Alberta, Canada, pp: 519-531.
• Hendron, AJ. 1977. Engineering of rock blasting on civil projects: Structural and geotechnical mechanics. Englewood Cliffs, NJ: Prentice-Hall, New York, USA, pp: 242–277.
• Hulshizer AJ, Desai AJ. 1984. Shock vibration effects on freshly placed concrete. J Construct Engin Manage, 110(2): 266-285.
• Isaac ID, Bubb C. 1981. Engineering aspects of underground cavern excavation at dinorwic, part 2 drilling and blasting. Tunnels & Tunnelling Inter, 13(5).
• ISEE. 2011. Blasters' handbook. International Society of Explosives Engineers, Cleveland, Ohio, USA, pp: 741.
• Jansson A, Eriksson M. 2018. Assessment of the Swedish Standard for blasting induced vibrations. URL: https://publications.lib.chalmers.se/records/fulltext/255554/255554.pdf (accessed date: March 13, 2022)
• Jimeno CL, Jimeno EL, Carcedo FJA. 1995. Drilling and blasting of rocks. Geo-Mining Technological Institute of Spain, Zaragoza, Spain, pp: 389.
• Jonson D. 2012. Controlling shock waves and vibrations during large and intensive blasting operations under Stockholm City. Tunnel Rock Drill Blast, 2012: 49-58.
• Karadogan A, Kahriman A, Ozer U. 2014. A new damage criteria norm for blast-induced ground vibrations in Turkey. Arabian J Geosci, 7(4):1617-26,
• Karadoğan A. 2008. Investigation of the Feasibility of Establishing National Building Damage Criteria for Vibrations Caused by Blasting. PhD thesis, Institute of Sciences, İstanbul University, İstanbul, Türkiye, pp: 248.
• Kwan AKH, Lee PKK. 2002. Testing the shock vibration resistance of concrete for setting vibration control limits against blasting damage. Proceedings of the 27th Conference on Our World in Concrete and Structures, 29-30 August, Singapore, pp: 32-37.
• Langefors U, Kihlstrom B. 1978. The modern techniques of rock blasting. John Wiley and Sons Inc, New York, USA, pp: 438.
• Medearis K. 1978. Rational damage criteria for low rise structures subjected to blasting vibrations. Proceed Instit Civil Engin, 65(3): 611-621.
• Olofsson SO. 1990. Applied explosives technology for construction and mining. Second edition. APPLEX Applied Explosives Technology, Stockholm, Sweden, pp: 253.
• Oriard LL, Coulson JH. 1980. TVA blast vibration criteria for mass concrete. Minimizing Detriment Construct Vibrat, 80(175): 101-123.
• Oriard LL. 1994. Vibration and ground rupture criteria for buried pipelines (No. CONF-940144-). International Society of Explosives Engineers, Cleveland, USA, pp: 645.
• Oriard LL. 2002. Explosives engineering, construction vibrations and geotechnology. International Society of Explosives Engineers, Cleveland, USA, pp: 680.
• Persson A, Holmberg R, Lande G, Larsson B. 1981. Underground blasting in a city. Pergamon, Subsurface Space, Stockholm, Sweden, pp: 199-206.
• Schillinger RR. 1996. Environmental effects of blast induced immissions (No. CONF-960262-). International Society of Explosives Engineers, Cleveland, USA, pp: 653.
• Siskind DE, Strachura VJ, Stagg MS, Kopp JW. 1980. Structure response and damage produced by airblast from surface mining. US Department of the Interior, Bureau of Mines, New York, USA, pp: 243.
• Siskind DE. 2005. Vibrations from blasting. International Society of Explosives Engineers, Cleveland, USA, pp: 245.
• Standard B. 1993. Evaluation and measurement for vibration in buildings. BS7385 Part 2. Stockholm, Sweden, pp: 11.
• Svinkin, M. R. 2007. Forensic engineering of intolerale structural vibrations and damage for construction and industrial dynamic sources. Forensic Engineering, New York, USA, pp: 384-398.
• Svinkin, M. R. 2015. Tolerable limits of construction vibrations. Practice Period Struct Design Construc, 20(2): 04014028.
• Swedish Standard SS 4604866. 2011. Institute S. S. Vibration and shock - Guidance levels for blasting-induced vibration in buildings. Stockholm, Sweden, pp: 23
• Wiss JF. 1981. Construction vibrations: state-of-the-art. J Geotech Engin Div, 107(2): 167-181.