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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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Die Aufgabe der Versuchsanlage Rheinhausen,hern Italy. Two different target spectra are used: the . (UHS) and the . (CS). Differences between these spectra and their effects on site-response are illustrated. Limitations of GRA are also discussed and amplification functions for the foundations of the dam are shown.
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Periphere Hornhautulzeration (engl. ,)more fixed cameras over a certain period. This paper presents the preliminary results obtained by applying this technique for the displacement monitoring of a landslide close to Recoaro Terme municipality (Vicenza). The setup of the hardware and the procedure of the stereo-photogrammetric method wil
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https://doi.org/10.1007/978-3-642-38419-6shaping) have had in practice no effects on the general kinematics over the monitoring time. The analysis of the displacement field allows: (a) the localization of the zones of largest deformations and greatest risk for the inhabited area, (b) the identification of the most active triggers and (c) t
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2366-2557 s such as landfills, environmental and energy geotechnics, geotechnical monitoring, and risk assessment and mitigation. Selected by means of a rigorous peer-review process, they will spur novel research directions and foster future multidisciplinary collaborations.978-3-030-21361-9978-3-030-21359-6Series ISSN 2366-2557 Series E-ISSN 2366-2565
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Influence of Numerosity and Distribution of Piezometric Data on the Performance of a Warning Model f to weather-induced landslides in Norway. The correctness of the predictions in relation to different network configurations of the piezometers is evaluated through a series of parametric analyses. The results of a first application of the proposed warning model are also presented and discussed. Thi
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Two Control Works to Counteract the Inception of Debris Avalanchesince 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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Prediction of Slope Movement Effects on Churches for the Development of a Fragility Curve Approachovements, 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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