Ak. Chakraborty et al., ASSESSING THE EFFECTS OF JOINT ORIENTATION AND ROCK MASS QUALITY ON FRAGMENTATION AND OVERBREAK IN TUNNEL BLASTING, Tunnelling and underground space technology, 9(4), 1994, pp. 471-482
Citations number
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Categorie Soggetti
Engineering, Civil","Construcion & Building Technology
It is well known that rock mass properties exert considerable influenc
e on the process of fragmentation. Observations in a model study and f
ield study using conventional bulk blasting were compared in order to
determine the effects of rock mass quality and joint orientation on fr
agmentation and profile control in tunnel blasting. It was observed in
the study that blast results such as average fragment size and depth
and cross-sectional area of broken zone were considerably influenced b
y the joint orientation. Accordingly, it is concluded that larger-capa
city loading equipment and deeper blast holes are required information
s with joint planes perpendicular to the tunnel axis. However, the num
ber of blast holes should be greater in the case of joints parallel to
the tunnel axis. Furthermore, the powder factor (kg/m3) is found to b
e directly related to the rock mass quality (Q). Optimization of pull
and charge per round is required for efficient blasting in weak format
ions. The use of the contour blasting technique seems to be essential
in poor and fair rock masses in order to minimize the overbreak, reduc
e the support cost, and improve the stability of the opening.