Page 80 - Rock Mechanics For Underground Mining
P. 80

ROCK MASS STRUCTURE AND CHARACTERISATION

                                        be carried out in two orthogonal directions, usually horizontal and vertical. Ideally,
                                        equal total horizontal and vertical scanline lengths should be used, but this is often
                                        difficult to achieve in practice.
                                          The value x i0 given by equation 3.6 will be the true normal spacing of the discon-
                                        tinuities only when the face is normal to the discontinuities. If the scanline intersects
                                        N sets of discontinuities, the discontinuity frequency measured along the scanline is
                                        given by

                                                                       N

                                                                    =      i0 cos   i                  (3.7)
                                                                      i=1
                                        where   i0 is the frequency of set i measured along the normal to the discontinuities
                                        and   i is the acute angle between the normal and the scanline.
                                          Hudson and Priest (1983) showed that if   i ,   i are the trend (the azimuth of the
                                        vertical plane containing the line) and plunge (the acute angle measured in a vertical
                                        plane between the downward directed end of the line and the horizontal) of the normal
                                        to the ith discontinuity set and   s ,   s are the trend and plunge of the scanline, the
                                        discontinuity frequency measured along the scanline is

                                                                                                       (3.8)
                                                        = A sin   s cos   s + B cos   s cos   s + C sin   s
                                        where

                                                                     N

                                                                A =      i0 sin   i cos   i
                                                                    i=1
                                                                     N

                                                                B =      i0 cos   i cos   i
                                                                    i=1
                                                                     N

                                                                C =      i0 sin   i
                                                                    i=1

                                          Priest and Hudson (1981) have pointed out that there is also a natural variability in
                                        the mean discontinuity spacing ¯ x computed as
                                                                          n

                                                                            x i
                                                                         i=1
                                                                      ¯ x =                            (3.9)
                                                                           n
                                        where x i is the ith discontinuity spacing measurement along a scanline of length L
                                        yielding n values. The question arises as to what value n should take in order that
                                        the value of ¯ x can be estimated with acceptable precision. In theory, a plot of the
                                        frequency of occurrence of values of ¯ x determined from several scanline surveys in
                                        the one direction with different values of n, should have a normal distribution (Figure
                                        3.16a). It is known that, in this case, a proportion  (z) of the different scanlines
                                                                       √
                                        will yield a mean value within ± z / n of the population mean (Figure 3.16b)
                                        where z is the standard normal variable associated with a certain confidence level
                                        and   is the standard deviation of the population of values. Tabulations of values of
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