Civil Engineering Reference
In-Depth Information
With the aid of
κ s as
a measure of persistence of a discontinuity set relating to a reference volume V = A
κ p and s or
κ p and k, respectively, the spatial degree of separation
s
may be described as follows (Pacher 1959):
(2.10)
2.7.3 Structural Models
Models of the grain structure of the intact rock and the discontinuity system must be
superimposed to obtain a structural model of a rock mass. Fig. 2.33 shows examples
of structural models as a result of such a superposition. These examples show that, to
a certain extent, structural models allow us to estimate whether the deformability of a
rock mass is isotropic or anisotropic (Chapter 3).
Figure 2.33 Structural and corresponding elastic rock mass models
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