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Titlebook: Geotechnical Research for Land Protection and Development; Proceedings of CNRIG Francesco Calvetti,Federica Cotecchia,Cristina Jom Conferen

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https://doi.org/10.1007/978-3-531-92857-9s, allowed the analysis of the propagation phase. The methodology has been applied to a debris flow occurred in Calabria (southern Italy). The obtained results show a good agreement with the real case in terms of both triggering phase, propagation zones as well as of depositional area, and represent
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Entwürfe zu Festsetzungen über Lebensmittelty is less or equal than 1. This version is an extension of the original TRIGRS code, which combines a 1D hydrologic model with a stability analysis to assess the safety level of a given slope in a deterministic manner. In this work we compare the results provided by PG_TRIGRS versus the original ve
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Verbote zum Schutze der Gesundheit,ince the very early stages of the phenomenon. A frictional rheological model is used, and also the role of time-space variable pore water pressures is considered. The discussion of the numerical results focuses on the modifications in the landslide dynamics induced by the two control work options, a
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,Vorschriften für die Untersuchung,ovements, obtained by numerical analyses, can be related to the relevant safety factors as well as to possible permitted damage levels. The paper reports the proposed methodology applied to a case study, in order to validate the hypothesis of the choice of the safety factor as an appropriate index o
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Entwürfe zu Festsetzungen über LebensmittelThis procedure was developed within the ReSba project sponsored by the European fund for regional development (Interreg-ALCOTRA) for the French-Italian Alps area. The application of this procedure to more than 100 earth dams in the Piedmont region allowed to identify the most critical structures whi
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https://doi.org/10.1007/978-3-642-48599-2depth of the seismic bedrock, the input motion amplitude and its frequency content. The proposed charts provide the estimation of settlements in function of the input PGA classes, depth of the compressible sand layer and relative density or, alternatively, shear wave velocity.
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