The Bureau of Mines investigated the effects of vibrations from underground blasting in four rock types to define blast parameters that affect vibration amplitudes and to establish means of predicting expected vibration levels. Previous studies of surface blasting indicated that charge weight per delay period had a major influence on vibration amplitudes. Dividing the distance from the blast by the square root of the charge weight scaled the effect of various charge weights, however, and allowed vibration data for a particular site to be represented by a propagation equation of the form
v = K(D/W ½ )-n (1)
where v = particle velocity,
D = distance from the blast,
W = maximum charge weight per delay period,
and K and n = empirically determined site constants.
For square-root scaling, particle velocity and acceleration data from the underground sites appear to follow a similar propagation law. The subsurface data are in good agreement with those of the surface studies and provide a basis for engineering estimates of vibration amplitudes in many different rock types.
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Copyright Date
1/1/74
Publication Date
1/1/74
Digitization Date
5/21/08
Book Title
Rapid Excavation And Tunneling Conference Proceedings - 1974
