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Authors: Santaloia, F.* 
Cotecchia, F.* 
Polemio, M.* 
Title: Mechanics of a tectonized soil slope: influence of boundary conditions and rainfall
Journal: Quarterly Journal of Engineering Geology and Hydrogeology 
Series/Report no.: 34
Publisher: The Geological Society
Issue Date: 2001
Keywords: Deformation
scaly clay
Subject Classification05. General::05.08. Risk::05.08.02. Hydrogeological risk 
Abstract: The Vadoncello landslide was mobilized in December 1993 and is still active. It involves highly tectonized soils and is the reactivation of a landslide dragged by a larger landslide at the toe of the slope soon after the 1980 Irpinia (Southern Italy) earthquake. Investigations and monitoring of the Vadoncello landslide were carried out, between 1994 and 1996, within an EC funded research project. The slope has been found to be formed of chaotic successions of soil and rock strata which have been grouped into soil complexes. The soil mechanical properties are shown to be very poor, the deep soils being prone to large plastic straining even due to relatively small loading changes. The soil displacements show that a shallow fast rotational sliding has occurred at the top of the slope and a shallow earthflow has developed downslope, both lying above deeper soils involved in a mechanism of slow and long-lasting irrecoverable movements. These slow deep movements are considered to be consequent to the plastic flow of the clayey soils. They can be activated by the effects of seasonal rainfall, of low-medium intensity seismic events and by the effects of the morphological changes resulting from the slow movements themselves. The landslide reactivation in 1993 is seen to have been the combination effect of a low return-period rainfall event and the slow movements active at depth in the slope.
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