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as a cut-off limit, the RQD value between classes D and E. However, such a
limit may be susceptible to change when further investigation is to be done,
but we accepted it as a preliminary result.

Thus, counting the RQD values of N166/52, on the histomogram, we
noticed, from classes B to F, that we obtained 568 values : 19, 276, 241, 25,
and 7. But, since only classes E and F were below the RQD cut-off limit
of 60 %, we found that the contribution of the lowest classes to the
persistence probability was only 32 out of 568, or in other words, that
the persistence probability was 32/568 or 5.63 %. With similar calculations,
the persistence probabilities for N046/47 and N105/80 were also established
The result is the following :

P (N105/80) > P (N166/52) > P (N046/47)

9.22 % > 5.63 % > 3.16 %

Such results seem sufficient to justify the following conclusion which can
be easily understood. It is possible to classify the discontinuities, not only
qualitatively but also quantitatively, by means of their persistence probability.
With this practical example, we then showed that the persistence probability
was proportional to the degree of persistence or to the continuity of frac-
ture families :

N105/80 -> persistent family

N166/52 -> infrapersistent (or subpersistent) family

N046/47 -> impersistent family


Relevant facts
To summarize, we presented a promising technique using RQD pairs
of data for intervals along exploration core logs. The RQD pairs which have
common planes of discontinuity can be a useful guide in the planning of
future excavation work when structural geology field data are few and
require a long time to collect during the deepening of an open pit mine.

Two objectives are pursued with this so-called stereotomographic tech-
nique applied to RQD : firstly, to increase as much as possible the open
pit final angle in order to reduce the cost of waste transportation; secondly,
to decrease this same angle, no more than needed (i.e. close to the discon-
tinuity attitudes) and only where needed, in order to avoid latent hazardous
conditions which could cause a sliding or a slope failure.

In addition, it remains to be verified if such a technique developed for
RQD could not be used with other types of measurements such as those for
weathering grades recorded at fixed intervals along core logs or like those
used for calculating the number of fractures per cm of core (discontinuity
frequency). Used complementarily, these preceding three parameters could
give more noticeable contrast between competent and weak regions inside
the rock mass. Also, the fact that the method described earlier could use

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