| Shallow earth translational slides and earth flows, affecting colluvial
soils derived by the weathering of the clayey bedrock, are a recurrent
problem causing damage to buildings and roads in many areas of Apennines.
The susceptibility assessment, e.g. slope stability models, requires the
preliminary characterization of these superficial covers (lithology,
geotechnical and hydraulic parameters).
The aim of the work is to develop and test a methodology for the
identification and mapping of weathered clayey soils responsible for shallow
landslides.
A test site in Northern Apennines (Province of Pavia) was selected.
Argillaceous and marly successions characterize the area. Shallow landslides
occurred periodically due to high intensity rainfalls. Trench pits were used
for the soil profile description (lithology, structure, grade of weathering,
thickness) and sampling. The main geological, topographic and geomorphologic
parameters of shallow landslides were analysed. Field surveys were
integrated with some geotechnical laboratory tests (index properties,
suction and volumetric characteristic determination, methylene blue
adsorption test, linear shrinkage, swell strain).
Engineering geological zoning was carried out by grouping the superficial
soils on the basis of the following attributes: topographic conditions
(slope angle), landslide occurrence, lithology (grain size), geometry
(thickness), lithology of the bedrock, hydrogeological and geotechnical
characteristics. The resulting engineering-geological units (areas that may
be regarded as homogeneous from the geomorphologic and engineering –
geological point of view) were analysed in terms of shallow slope
instability. |