2014
DOI: 10.1007/s10064-014-0610-z
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A new geological model for Spriana landslide

Abstract: Complex large landslides are characterized by different kinematic behaviors and involve diverse materials. Both elements make it difficult to study the instability of these huge mass movements, which may cause massive damage and affect extended areas. This paper is focused on the study of Spriana landslide, an important rockslide located in the North of Italy. Starting from the geological interpretation provided by Belloni and Gandolfo (Geologia tecnica ed ambientale 3:7–36, 1997), the authors gather all avail… Show more

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Cited by 22 publications
(12 citation statements)
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“…This approach was used in the Spriana landslide in which the multi-temporal dynamics of the phenomenon were first analysed, and a possible risk scenario related to the formation of a landslide dam at the base of the slope was subsequently considered. The Spriana landslide is located 4 km north of the city of Sondrio and affects the steep slope that constitutes the left bank of the Mallero River over an area of 0.6 km 2 , a total length of 700 m stretching from 1400 to 700 m a.s.l., and with an estimated unstable mass of more than 50 Mm 3 (Longoni et al 2014;Agliardi and Crosta 2015). Beginning in the early nineteenth century, several landslide reactivations and accelerations were documented (Belloni and Gandolfo 1997).…”
Section: Basin Scale: Lim Updating-the Furiano Basin (Sicily Region) mentioning
confidence: 99%
“…This approach was used in the Spriana landslide in which the multi-temporal dynamics of the phenomenon were first analysed, and a possible risk scenario related to the formation of a landslide dam at the base of the slope was subsequently considered. The Spriana landslide is located 4 km north of the city of Sondrio and affects the steep slope that constitutes the left bank of the Mallero River over an area of 0.6 km 2 , a total length of 700 m stretching from 1400 to 700 m a.s.l., and with an estimated unstable mass of more than 50 Mm 3 (Longoni et al 2014;Agliardi and Crosta 2015). Beginning in the early nineteenth century, several landslide reactivations and accelerations were documented (Belloni and Gandolfo 1997).…”
Section: Basin Scale: Lim Updating-the Furiano Basin (Sicily Region) mentioning
confidence: 99%
“…In the other arrangements tunnel size is progressively enlarged, and only the rst level remains xed at 7 x 8 m, as reported in all historical documents. -the geomechanical features are de ned coupling all available information [32]. When necessary, the geomechanical properties were also integrated with values from the literature [52,53].…”
Section: Flysch DI Bergamo Joint Set Dip Direction (°) Dip (°) Persismentioning
confidence: 99%
“…Because of unavailable or inaccurate information with respect to other natural risks [30][31][32][33] assessment of dismissed mines demands for approaches based on simplifying assumptions for the quanti cation of risk [34].…”
Section: Introductionmentioning
confidence: 99%
“…Different methods are used for monitoring movements in landslide areas and revealing surface deformations (Gili et al 2000;Malet et al 2000;Longoni et al 2014;Yu et al 2015;Ozturk et al 2016;Thiebes et al 2016;Uhlemann et al 2016). In recent years, a remote sensing method, which is called the Co-Registration of Optically Sensed Images and Correlation (Cosi-Corr), has been developed by the California Institute of Technology for the determination of deformations and mass movements.…”
Section: Introductionmentioning
confidence: 99%