Duvall & Petkof (1959)DUVALL WI & PETKOF B. 1959. Spherical propagation of explosion generated strain pulses in rock. Washington: U.S. Department of the Interior, Bureau of Mines.
|
v = k(R/Q1/2)-b |
Kahriman (2004)KAHRIMAN A. 2004. Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry. Soil Dyn Earthq Eng 24(11): 887-892.
|
v = 0.34D-1.79 |
Langefors & Kihlstrom (1978)LANGEFORS U & KIHLSTROM B. 1978. The modern technique of rock blasting. New York: J Wiley, 438 p.
|
v = k(Q/R2/3)b/2 |
Kahriman et al. (2006)KAHRIMAN AU, OZER U, AKSOY M, KARADOGAN A & TUNCER G. 2006. Environmental impacts of bench blasting at Hisarcik Boron open pit mine in Turkey. Environ Geol 50 (7): 1015-1023.
|
v = 0.561D-1.432 |
Arnbraseys & Hendron (1968)ARNBRASEYS NR & HENDRON AJ. 1968. Dynamic behavior of rock masses. In: STAGG K & WILEY J (Eds). Rock mech Eng. London: Wiley, p. 203-207.
|
v = k(R/Q1/3)-b |
Rai & Singh (2004)RAI R & SINGH TN. 2004. A new predictor for ground vibration prediction and its comparison with other predictors. Indian J Eng Mater Sci 11: 178-184.
|
v = kR-b(Qmax)e-b |
Nicholls et al. (1970)NICHOLLS HR, JOHNSON CF & DUVALL WI. 1970. Blasting vibrations and their effects on structures (Bulletin 656). Washington: U.S. Department of the Interior, Bureau of Mines.
|
v = 0.36D-1.63 |
Nicholson (2005)NICHOLSON RF. 2005. Determination of blast vibrations using peak particle velocity at Bengal Quarry, in St Ann, Jamaica Lulea: Department of Civil and Environmental Engineering, Division of Rock Engineering, Lulea University of Technology. Master dissertation, 72 p. (Unpublished).
|
v = 0.438D-1.52 |
BIS (1973)BIS - BUREAU OF INDIAN STANDARDS. 1973. IS 6922. Criteria for safety and design of structures subject to underground blast. New Delhi: Bureau of Indian Standards (BIS). [IS 6922] |
v = k(Q2/3/R)1.25 |
Rai et al. (2005)RAI R, SHRIVASTVA BK & SINGH TN. 2005. Prediction of maximum safe charge per delay in surface mining. Transactions of the Institution of Mining and Metallurgy, Section A: Min Technol 114(4): 227-231.
|
Qmax = k(vD2)b |
Siskind et al. (1980)SISKIND DE, STAGG MS, KOPP JW & DOWDING CH. 1980. Structure response and damage produced by ground vibration from surface mine blasting. Washington: U.S. Department of the Interior, Bureau of Mines.
|
v = 0.828D-1.32 |
Ozer (2008)OZER U. 2008. Environmental impacts of ground vibration induced by blasting at different rock units on the Kadikoy–Kartal metro tunnel. J Eng Geol 100(1-2): 82-90. (sandstone) |
v = 0.257D-1.03 |
Ghosh & Daemen (1983)GHOSH A & DAEMEN JK. 1983. A simple new blast vibration predictor. Proceedings of the 24th U.S. Symposium of Rock Mechanics, Texas, USA, p. 151-161.
|
v = k(R/Q1 / 2 )-b e - α R |
Ozer (2008)OZER U. 2008. Environmental impacts of ground vibration induced by blasting at different rock units on the Kadikoy–Kartal metro tunnel. J Eng Geol 100(1-2): 82-90. (shale) |
v = 6.31D-1.9 |
Ghosh & Daemen (1983)GHOSH A & DAEMEN JK. 1983. A simple new blast vibration predictor. Proceedings of the 24th U.S. Symposium of Rock Mechanics, Texas, USA, p. 151-161.
|
v = k(R/Q1/3)-be-αR |
Ozer (2008)OZER U. 2008. Environmental impacts of ground vibration induced by blasting at different rock units on the Kadikoy–Kartal metro tunnel. J Eng Geol 100(1-2): 82-90. (limestone) |
v = 3.02D-1.69 |
Roy (1991)ROY PP. 1991. Vibration control in an opencast mine based on improved blast vibration predictors. Int J Min Sci Technol 12(2): 157-165.
|
v = n + k(R/Q1/2)-1 |
Ak et al. (2009)AK H, IPHAR M, YAVUZ M & KONUK A. 2009. Evaluation of ground vibration effect of blasting operations in a magnesite mine. Soil Dyn Earth Eng 29(4): 669-676.
|
v = 1.367D-1.59 |
Roy (1991)ROY PP. 1991. Vibration control in an opencast mine based on improved blast vibration predictors. Int J Min Sci Technol 12(2): 157-165.
|
v = n + k(R/Q1/3)-1 |
Badal (2010)BADAL KK. 2010. Blast vibration studies in surface mines Rourkela. Department of Mining Engineering, National Institute of Technology of Rourkela. B Tech thesis.
|
v = 0.29D-1.296 |
CMRI (1993)CMRI - CENTRAL MINING RESEARCH INSTITUTE. 1993. Vibration standards. Dhanbad: CMRI.
|
v = n + k(R/Q1/2)-1 |
Mesec et al. (2010)MESEC J, KOVAČ I & SOLDO B. 2010. Estimation of particle velocity based on blast event measurements at different rock units. Soil Dyn Earthq Eng 30(10): 1004-1009.
|
v = 0.508D-1.37 |
Kahriman (2002)KAHRIMAN A. 2002. Analysis of ground vibrations caused by bench blasting at Can Open-pit Lignite Mine in Turkey. Environ Geol 41: 653-661.
|
v = 1.91D-1.13 |
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