IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 1 2018
DOI: 10.1007/978-3-319-93124-1_37
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Near Real Time Monitoring Systems and Periodic Surveys Using a Multi Sensors UAV: The Case of Ponzano Landslide

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Cited by 17 publications
(25 citation statements)
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“…In many applications, LANDMON considers not only the natural process but also the stability of elements at risk like buildings and infrastructures, which are usually integrated within the instable areas. For example, the water pipeline of Paganica fault [47,55] and Calatabiano case studies, as well as the buildings and retaining wall of the old town of Ponzano [20], were subject to monitoring together with main landslide evolution. Another example of unusual application of our system is the monitoring of Costa Concordia wreck [48].…”
Section: Discussionmentioning
confidence: 99%
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“…In many applications, LANDMON considers not only the natural process but also the stability of elements at risk like buildings and infrastructures, which are usually integrated within the instable areas. For example, the water pipeline of Paganica fault [47,55] and Calatabiano case studies, as well as the buildings and retaining wall of the old town of Ponzano [20], were subject to monitoring together with main landslide evolution. Another example of unusual application of our system is the monitoring of Costa Concordia wreck [48].…”
Section: Discussionmentioning
confidence: 99%
“…Table 1 summarizes some of the most representative case studies were our system was applied and the improvement that we added step by step. The following case studies are listed in the table: Paganica fault [55], Montaguto earthflow [5,24,40], Costa Concordia wreck [48,56], Mont de La Saxe rockslide [7,[41][42][43]49], Calatabiano landslide [21], and Ponzano landslide [20,57]. The main characteristics of each emergency (year, type, elements at risk) are presented.…”
Section: Landmon Improvement and Application To Several Case Studiesmentioning
confidence: 99%
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“…The overall mechanism was a combination of translational sliding, with local rotational sliding in the upper part, which evolved to flow in the lower part of the landslide. After several years of almost stability or very slow movement (a 10-40 cm deformation was detected in 14 years [22]), the movement developed abruptly in the first days and very slowly over the following months [23]. The landslide involved both agricultural land and inhabited areas.…”
Section: The Ponzano DI Civitella Del Tronto Landslide and The Castelmentioning
confidence: 99%
“…The Ponzano landslide affected the Miocene-Pliocene pelitic-arenaceous bedrock sequence of the Adriatic piedmont hilly sector with a mainly translational sliding mechanism. In the upper-middle part of the landslides, several houses of Ponzano village were heavily damaged, inducing their evacuation [22,23]. The Castelnuovo area is characterized by tabular relief on moderately consistent and jointed terraced alluvial fan deposits covering the bedrock.…”
Section: Introductionmentioning
confidence: 99%