The thickness of these residual saprolitic horizons may vary between few meters to
more than 20 m with common values of 5–9 m. Although they generally present
strong heterogeneity, it is frequently observed that an average gradual change of
characteristics with depth, especially regarding their mechanical properties. Never-
theless, an accurate mapping of the spatial variability of the mechanical properties,
necessary for geotechnical design, is often very challenging.
The data compiled during the extensive in-situ and laboratorial investigation and
characterization of ISC’2 experimental site, comprising the application of several
geotechnical and geophysical surface and borehole techniques, namely SPT, CPT,
DMT, surface and borehole seismic, electrical resistivity and GPR, offer a valuable
opportunity to compare different methodologies and assess their relative advantages
and limitations.
The schists, gneisses and even migmatites are the metamorphic correspondents of a
former thick sedimentary sequence of graywackes, mudrocks and conglomerate levels
named Schist and Graywacke Complex. The main granitic body at the site is inter-
preted as the result of crustal partial melting during the variscan orogeny. The prox-
imity to a major crustal shear zone – the Porto Tomar Shear Zone, an ancient plate
boundary of Cadomian age (Ribeiro et al., 2003) that separates the NE Central Iberian
Zone from the SW Ossa Morena Zone – and its tectonic activity during the variscan
orogeny favoured the crustal melting and the ascent of granitic magmas.
The upper zone of these basement units are frequently strongly weathered,
forming often a saprolite level with variable thickness, overlaid by a thin layer of soil
and antropic materials, the most common surface and subsurface material in this
region. In this Porto area, the fresh outcroppings of basement rocks are rare. In fact,
the site is geologically formed by a thin upper layer of soil of varying thickness,
overlaying more or less weathered granite (saprolite) contacting an older gneissic
migmatite with dominant sub-vertical foliation. This subvertical structural anisot-
ropy can be considered a determining factor to understand the geophysical response
of the related residual soils resulting from the weathering process
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