Page 580 - Rock Mechanics For Underground Mining
P. 580

MONITORING ROCK MASS PERFORMANCE





































              Figure 18.13 Examples of con-  Unanticipated or anomalous stresses elsewhere. Point 3 in Figures 18.13 a and b
              vergence rate contours, production  shows a high displacement rate away from the undercut boundary in an area in which
              level, PT Freeport Indonesia’s DOZ
                                        high stresses would not be expected to occur. It was found that this area was in the
              Mine, Indonesia (after Rachmad and
                                        location of an old exploration drift which had been backfilled. The monitoring data
              Widijanto, 2002).
                                        showed that the backfilled drift did not have the same load carrying capacity as the rock
                                        left in situ around the production level excavations. Point 4 in Figure 18.13b shows an
                                        atypical convergence rate contour for a point well inside the undercut area. Such an
                                        occurrence provides warning of a potential problem that must be investigated. If it is
                                        not associated with a weak rock mass, as in the case of the backfilled drift, something
                                        else must be causing an anomalous stress to be transmitted to the production level in
                                        what should be a caved area. The main possibilities are packing or compaction of ore
                                        that has not been drawn continuously, and a pillar or stump of incompletely blasted
                                        ore being left in the undercut. In the case indentified by point 4 in Figure 18.13b,
                                        it was found from visual inspection of the undercut area and probe drilling that the
                                        problem was caused by a stump of unbroken ore. The stump was then drilled and
                                        blasted from the extraction level (Rachmad and Widijanto, 2002).


                                        Abutment stress width. Knowledge of the width of the stress abutment associated
                                        with the advancing undercut front is important for planning and scheduling purposes.
                                        In planning the DOZ mine, it was assumed on the basis of experience in the earlier
                                        block cave and at other mines, that the width of the abutment zone would be 20 to 30 m.
                                        Data such as that shown for one convergence monitoring station in Figure 18.14 may
                                        be used to validate and refine this assumption. The figure shows that no convergence
                                        was recorded at the station for some time before the undercut approached the station
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