Articles | Volume 6, issue 5
Nat. Hazards Earth Syst. Sci., 6, 825–838, 2006
https://doi.org/10.5194/nhess-6-825-2006

Special issue: Slope movements in weathered materials: recognition, analysis...

Nat. Hazards Earth Syst. Sci., 6, 825–838, 2006
https://doi.org/10.5194/nhess-6-825-2006

  25 Sep 2006

25 Sep 2006

Characterisation of weathered clayey soils responsible for shallow landslides

C. Meisina C. Meisina
  • Department of Earth Sciences, Pavia, Italy

Abstract. 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.

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