Civil Engineering Reference
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Figure 24.10
LFJ test 1 (horizontal), deformation moduli (Wittke et al. 2012)
Figure 24.11
LFJ test 2 (vertical), deformation moduli (Wittke et al. 2012)
Figure 24.12 (right) shows results of Lugeon tests. In most of the tests, permeability
coeffi cients k of 10
-7
- 10
-6
m/s were determined, yielding a geometric mean value of
. In the area immediately above the foundation level, larger values were
found: k = 2 · 10
-7
- 1 · 10
-5
m/s.
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