@article{ref1,
title="Slope Instability in Static and Dynamic Conditions for Urban Planning: The 'Oltre Po Pavese' Case History (Regione Lombardia-Italy)",
journal="Natural hazards",
year="1999",
author="Luzi, L and Pergalani, F",
volume="20",
number="1",
pages="57-82",
abstract="The paper describes a method for the evaluation of slope instability for urban planning purposes, applied in the test area 'Oltre Po Pavese' (Regione Lombardia, Italy). A statistic and a probabilistic approach have been applied for the estimation of landslide activations and for the definition of potentially unstable areas. The displacement has been obtained through a simplified dynamic analysis, using deterministic methods: first the critical horizontal acceleration coefficient (K-c) has been evaluated, second the displacement has been calculated using the K-c values and the seismic input values, such as peak ground acceleration (PGA) and Arias intensity (Ia), through empirical relationships between displacement and Ia values for different K-c values. The results can be used by the regional government to give to the municipalities of the area a guide for the selection of the zones to be studied with future and more detailed analyses.   <p>Language: en</p>",
language="en",
issn="0921-030X",
doi="",
url="http://dx.doi.org/"
}