Abstract
Controlled blasting techniques are used to control overbreak and to aid in the stability of the remaining rock formation. The less competent the rock mass itself, the more care has to be taken in avoiding damage. Presplitting is one of the most common methods which is used in many open pit minings and surface blast designs. The purpose of presplitting is to form a fracture plane across which the radial cracks from the production blast cannot travel. Presplitting should be thought of as a protective measure to keep the final wall from being damaged by the production blasting. The purpose of this study is to investigate the effect of presplitting on generation of a smooth wall in a rock domain under blast process in continuum rock mess. The 2D distinct element code was used to simulate the presplitting in a rock slope (open pit mining). The blast load history was applied as a function of time to inner wall of each blasthole. Important parameters that were considered in the analysis were stress tensor and fracturing pattern. The blast loading magnitude and blasthole spacing were found to be very significant in the final results.
Similar content being viewed by others
References
Aliabadian Z, Sharafisafa M, Mortazavi A (2012) Investigation of the effect of in-situ stresses and loading rate on blasting induced fracture propagation. 46th US Rock Mechanics / Geomechanics Symposium, Chacago, IL, USA
Atlas Powder Company (1987) Explosives and rock blasting. Atlas Powder Company, Dallas, TX
Bulson PS (1997) Explosive loading of engineering. A history of research and a review of recent developments. E & FN Spon, London
Cho SH, Kaneko K (2004) Influence of the applied pressure waveform on the dynamic fracture processes in rock. Int J Rock Mech Min Sci 41:771–784
Cho SH, Nakamura Y, Kaneko K (2004) Dynamic fracture process of rock subjected to stress wave and gas pressurization. Int J Rock Mech Min Sci 41:433–440
Cho SH, Nakamura Y, Mohanty B, Yang HS, Kaneko K (2008) Numerical study of fracture plane control in laboratory-scale blasting. Eng Fract Mech 75:3966–3984
Cundall PA (1990) Numerical modelling of jointed and faulted rock. In: Rossmanith HP (ed) Mechanics of Jointed and Faulted Rock. A.A. Balkema, Rotterdam
Duvall WI (1953) Strain-wave shapes in rock near explosions. Geophysics vol 18:310–323
Fourney WL, Holloway DC, Dally JW (1975) Fracture initiation and propagation from a center of dilatation. Int J Fract 11:1011–1029
Fourney WL (1993) Mechanisms of rock fragmentation in by blasting. In: Hudson JA (ed) Compressive rock engineering, principles, practice and projects. Pergamon Press, Oxford
Fourney WL, Dally JW, Holloway DC (1978) Controlled blasting with ligamented charge holers. Int J Rock Mech Min Sci 15:121–129
Hart, RD (1993) An introduction to distinct element modelling for rock engineering. In: Hudson JA, editor. Comprehensive Rock Engineering. Vol. 2. p. 245–61
Hudson JA, Harrison JP (1997) Engineering rock mechanics. Pergamon, Amsterdam
Hemphill GB (1981) Blasting operation. McGraw Hill Inc, New York
Jaeger JC, Cook NGW (1979) Fundamentals of rock mechanics, 3rd edn. Chapman & Hall, London
Kaneko K, Matsunaga Y, Yamamoto M (1995) Fracture mechanics analysis of fragmentation process in rock blasting. J Jpn Exp Soc 58(3):91–99 [in Japanese]
Katsuyama K, Kiyokawa H, Sassa K (1983) Control the growth of cracks from a borehole by a new method of smooth blasting. Mining Safety 29:16–23
Khan GN (2012) Discrete element modeling of rock failure dynamics. J Min Sci 48(1):96–102
Lopez JC, Lopez JE (1995) Drilling and blasting of rocks. A.A. Balkema, Rotterdam
Ma GW, An XM (2008) Numerical simulation of blasting-induced rock fractures. Int J Rock Mech Min Sci 45:966–975
Ma K, Tang CA, Li LC, Ranjith PG, Cai M, Xu NW (2013) 3D modeling of stratified and irregularly jointed rock slope and its progressive failure. Arab J Geosci 6:2147–2163
Mohanty B (1990a) Explosive generated fractures in rock and rock like materials. Eng Fract Mech 35:889–898
Mohanty B (1990) Fracture-plane control blasts with satellite holes. In Proceedings of the 3rd International Symposium on Rock Fragmentation by Blasting. Parkville, Australia, Australasian Institute of Mining and Metallurgy p. 407–412
Monjezi M, Amini Khoshalan H, Yazdian Varjani A (2012) Prediction of flyrock and backbreak in open pit blasting operation: a neuro-genetic approach. Arab J Geosci 5:441–448
Monjezi M, Bahrami A, Yazdian Varjani A, Sayadi AR (2011) Prediction and controlling of flyrock in blasting operation using artificial neural network. Arab J Geosci 4:421–425
Mortazavi A, Katsabanis PD (2001) Modelling burden size and strata dip effects on the surface blasting process. Int J Rock Mech Min Sci 38:481–498
Nakagawa K, Sakamoto T, Yoshikai R (1982) Model study of the guide hole effect on the smooth blasting. J Jpn Exp Soc 43:75–82
Nakamura Y, Matsunaga H, Yamamoto M, Sumiyoshi K (1992) Blasting methods for crack control by utilizing charge holders. J Jpn Exp Soc 53:31–37
Nakamura Y (1999) Model experiments on effectiveness of fracture plane control methods in blasting. Int J Blast Fragment 3:59–78
Nakamura Y, Cho SH, Yoneoka M, Yamamoto M, Kaneko K (2004) Model experiments on crack propagation between two charge holes in blasting. Sci Technol Energetic Mater 65:34–39
Ning Y, Yang J, An X, Ma G (2011) Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework. Comput Geotech 38:40–49
Paventi M, Mohanty B (2002) Mapping of blast-induced fractures in rock. In: Proceedings of the seventh international symposium on rock fragmentation by blasting, FRAGBLAST, vol. 7, Beijing, China p. 166–172
Rathore SS, Bhandari S (2007) Controlled fracture growth by blasting while protecting damages to remaining. Rock Mech Rock Engng 40(3):317–326
Rossmanith HP, Uenishi K (2008) The Cuña Problem – Reconsidered. In: Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics. (IACMAG). October, Goa, pp 1–6
Salari-Rad H, Mohitazar M, Rahimi Dizadji M (2013) Distinct element simulation of ultimate bearing capacity in jointed rock foundations. Arab J Geosci. doi:10.1007/s12517-012-0667-6
Sazid M, Singh TN (2012) Two-dimensional dynamic finite element simulation of rock blasting. Arab J Geosci. doi:10.1007/s12517-012-0632-4
Sharafisafa M, Mortazavi A (2011) A numerical analysis of the presplitting controlled blasting method. 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, USA
Sharafisafa M, Mortazavi A (2011) Numerical analysis of the effect of a fault on blast-induced wave propagation. 45th US Rock Mechanics / Geomechanics Symposium, San Francisco, CA, USA
Sharifzadeh M, Karegar S, Ghorbani M (2013) Influence of rock mass properties on tunnel inflow using hydromechanical numerical study. Arab J Geosci 6:169–175
Starfield AM, Pugliese JM (1968) Compressional waves generated in rock by cylindrical explosive charges: a comparison between a computer model and field measurements. Int J Rock Mech Min Sci 5:65–77
Verma AK, Bajpai RK, Singh TN, Narayan PK, Dutt A (2011) 3D instability analysis of an underground geological repository-an Indian case study. Arab J Geosci 4:1173–1188
Verma AK, Singh TN (2010) Modeling of a jointed rock mass under triaxial conditions. Arab J Geosci 3:91–103
Whittaker BN, Singh RN, Sun G (1992) Rock fracture mechanics principles, design and applications. Elsevier, Amsterdam, pp 444–445
Xia X, Li HB, Li JC, Liu B, Yu C (2013) A case study on rock damage prediction and control method for underground tunnels subjected to adjacent excavation blasting. Tunn Undergr Sp Tech 35:1–7
Zhang YH, Fu XD, Sheng Q, Leng XL (2012) Study on elastic P-wave propagation law in unfavorable geologic structures with discontinuous deformation analysis method. Arab J Geosci. doi:10.1007/s12517-012-0773-5
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Aliabadian, Z., Sharafisafa, M. Numerical modeling of presplitting controlled method in continuum rock masses. Arab J Geosci 7, 5005–5020 (2014). https://doi.org/10.1007/s12517-013-1158-0
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12517-013-1158-0