2. Paleoseismological studies
2.1. The Feldbiss Fault in Belgium
2.1.4 Geophysical prospecting results
The selected sites were first investigated
using different geophysical techniques,
including:
- ground-penetrating radar;
- geo-electrical resistivity measurements;
- geo-electrical tomography;
- electromagnetic measurements;
- seismic refraction.
All these techniques allow to identify
disturbances of the stratification in the upper
few metres below the ground surface, thus aiding
in the exact localisation of the presumed fault
trace. Coincidence of several geophysical
anomalies with the frontal escarpment can be
taken as very strong evidence for the existence
of a surface fault.
In addition, high-resolution seismic
reflection profiles were acquired on site 1, and
also in a canal crossing the Feldbiss Fault in
Neeroeteren.
2.1.4.1 Site 1
Figure 6 shows the most important geophysical
results for site 1. All techniques show a
distinct change of physical properties near m 55,
in alignment with the topographical scarp. The
electrical curve shows a large increase of
resistivity, from 100 Ohm.m on the elevated SW
side, to about 250 Ohm.m on the lower-lying NE
side. The time-distance curve of the refraction
seismic waves show a lateral decrease of the
apparent velocities, from c. 2000 m/s in the SW
block to less than 1667 m/s in the NE block (this
is most evident for the reverse shot). On the
radar profile, a more or less coherent reflector
can be discerned (marked with blue arrows) which
appears to be displaced (downthrow of about 0.5
m) in the same spot. Finally, the most
illustrative 2D image of the faulted zone was
obtained by the electrical tomography method,
which indicates sharp lateral resistivity
variations at shallow depth near m 46.5 and m
52.5.
SW
NE

Fig. 6 - Geophysical
profiles across site 1. Top: geo-electrical
resistivity and seismic refraction; middle:
ground-penetrating radar; bottom: electrical
tomography (note the slightly different scale).
Data were acquired by the University of Liège.
2.1.4.1 Site 2
Work in progress...
2.1.4.1 Site 3
Work in progress...
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