Civil Engineering Reference
In-Depth Information
nuity system”. The individual discontinuities of a set are characterized by parameters
describing orientation, appearance and persistence.
Orientation
The three-dimensional orientation of a discontinuity is well-defi ned by two angles (Fig.
2.25). The so-called “angle of strike” (strike angle)
is measured from the north in a
clockwise direction until the intersection of the discontinuity and the horizontal (con-
tour line). The angle
α
between the horizontal and the line of dip of the discontinuity
is referred to as the “angle of dip” (Fig. 2.25). According to this defi nition, the angular
range of
β
α
and
β
is as follows:
(2.1)
(2.2)
Alternatively, instead of
α d can be used, which describes the angle
between north and the projection of the line of dip on the horizontal being defi ned (Fig.
2.25) as
α
the “dip direction”
(2.3)
Figure 2.25 Orientation of a discontinuity (Wittke 1990)
With the aid of the equal-area projection of the lower hemisphere, the orientation of dis-
continuities as subsequently outlined can be represented in a two-dimensional diagram.
This method was fi rst developed as a tool for use in structural geology and then extended
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