Drilling and Blasting Improvement in Aggregate Quarry at Thailand – A Case Study
Keywords:
Top hammer (TH), down the hole (DTH), powder factor (PF), auto leveling (AL), bulk emulsion, non electric detonators (Nonel).Abstract
World class infrastructure around Bangkok is developed due to medium to large aggregate quarries situated up to 200 km from Bangkok utilizing granite, limestone and basalt as resource. Aggregate consumption will be exceeding 350 MTPA by 2019. Aggregate quarry under study has proposed increased production from 2.5 MTPA to 5 MTPA. Drilling and blasting accounts for 28% of total quarrying cost based on the study of various aggregate quarries in Thailand. Powder factor values (P.F.) is 0.40 – 0.66 kg/m3 at 80% passing over 0.5m. Considering drilling and blasting as major cost, existing practices of drilling and blasting are reviewed. Top hammer (TH) 102mm diameter drill is selected as compared to existing down the hole (DTH) 76mm diameter drill. For large quarries 6m × 7m is blasting pattern as optimized with 150mm diameter drill. Projected blast pattern is 4m × 4.75m. TH, DTH, rotary cutting and rotary crushing drills are evaluated. Some of the best practices at an aggregate quarry in Thailand for drilling include drilling accuracy, bench’s surface flattening by auto leveling. Blast performance is monitored for blast fragmentation, back break. Nonelectric detonators instead of electrical detonators and bulk emulsion instead of ANFO shall be utilized for future blasting operation.
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References
Tangchawal S. (2006): Planning and evaluation for quarries: case histories in Thailand, IAEG Paper number 41
Geological investigation report of limestone quarry in Thailand, 2000.
Tangchawal S. (2006) : Quarry Evaluation and Control of Bench Blasting, AJSTD Vol. 23 Issues 1&2 pp. 19-26.
Tangchawal S. (2002) : Improved Stability evaluation and blast planning in quarries Vol 19, No 1.
Blasters' handbook, 17. International Society for Explosives Engineers, 1998.
Dick R.A., Fletcher L.R., D'Andrea D.V. (1986 ): Explosives and blasting procedures. US Bureau of Mines, IC 8925.
Konya C.J., Walter E.J. (1990 ): Surface blast design. Englewood Cli.s, NJ: Prentice-Hall.
Explosives and rock blasting. USA: Atlas Powder Company, 1987.
Bhandari S. (1997): Engineering rock blasting operations. The Netherlands: A.A. Balkema.
Jimeno C.L., Jimeno E.L., Carcedo F.J.A. (1995 ): Drilling and blasting of rocks. The Netherlands: A.A. Balkema.
Explosives Division. Blasting in quarries and open pits. Australia: ICI Australia Operations, 1993.
Gregory C.E. (1984): Explosives for North American engineers, 3. Trans Tech Publications.
Thomas N.L. (1986): Blasting factors inøuencing the choice of blasthole size for quarrying. Proceedings of 12th Conference on Explosives and Blasting Technique. Atlanta, GA, pp. 5± 19.
Hagan T.N. (1983): The inøuence of controllable blast parameters on fragmentation and mining costs. Proceedings of the 1st International Symposium on Rock Fragmentation by Blasting. Lulea, Sweden, August, pp. 31±50.
Gustafsson R. (1981): Blasting technique. Austria: Dynamit Nobel Wien.
Roxborough F.F., Sen G.C., editors (1986): Breaking coal and rock. In: Australasian coal mining practice, monograph, 12. Australia: The Australasian Institute of Mining and Metallurgy, p. 130±47.
Naapuri Jukka, editor (1987): Surface drilling and blasting. Tamrock, ± 88.
Rustan A, editor (1998): Rock blasting terms and symbols. The Netherlands: A.A. Balkema p. 23.
Lundborg N., Person A., Ladegaard-Pedersen A., Holmberg R. (1975): Keeping the lid on øyrock in open-pit blasting. Eng. Mining. J. 95±100.
Singh R.P., Singh O.P. (1996): Obtaining fragmentation consistency in iron ore mine Ü a case study. Proceedings of the National Symposium on Drilling and Blasting. Bhubaneswar, September, pp. 113±116.
Adhikari G.R. (1999 ): Burden calculation for partially changed blast de-sign conditions. Int J Rock Mech Min Sci; 36(2):253±6.
Bhatawdekar R.M., Edy T.M. and Singh T.N. (2018): Selection of Lidar technology for limestone quarry in Thailand, JMMF, Jul, pp 393-399.
Saksarid C., Bhatawdekar R.M., Edy T.M., Firdaus M. (2017): Geological Strength Index (GSI) and Blastability Index (BI) for limestone in Thailand RTCWRE International Conference Aug, Hyderabad