The complex and non-linear nature of blast fracturing have restricted common blast design mostly
to empirical approaches. The code developed for this investigation avoids both empiricism and
large memory requirement in order to simulate the pattern of interacting radial fractures from an
array of shotholes, at various burdens and spacings, and in simultaneous and delayed modes. The
resultant pattern is analyzed and a fragment size distribution calculated.
The rules governing the distribution of radial cracks and the way in which they interact are based
on model scale experiments conducted by various investigators. Calculated fragment size- distribution
agree with data from the field. Powder factor dependence of fragmentation results is also well
described by the model.
The effect of discontinuities on rock fragmentation by blasting is also incorporated into the model.
Discontinuities which are open and filled with air or soil-like material affect destructively the
transmission of strain waves and propagation of cracks in the rock mass. These discontinuities can
be incorporated into the simulation by inserting cracks to represent them. The cracks representing
discontinuities will then terminate the cracks produced by blasting where they intersect. On the
other hand, tight joints without filling material or with filling material but with a high bond strength
and acoustic impedance close to that of the medium do not affect in a negative way the transmission
of shock waves in the rock mass. A mathematical model was developed to treat these discontinuities
which was based on principles from Linear Elastic Fracture Mechanics theory and Kuznetsov's
equation which relates the mean fragment size obtained to the blast energy, hole size and rock
characteristics.
next to an author's name indicates that all files or directories associated with their ETD are accessible from the Virginia Tech campus network only.
![[VT]](http://scholar.lib.vt.edu/images/ETD-db/restricted.gif)
