The movements of a large, extremely-slow, deep-seated landslide interacting with a viaduct of the E45 highway (Province of Bolzano, Northern Italy) have been monitored since 2006. The landslide is an active block of a Multiple Rotational Rock Slide (MRRS). It has a planimetric extension of 400 m x 400 m, a maximum depth of the sliding surface of about 50 m, a total estimated volume of 6 Mm3. Subsurface displacements have been monitored using a traditional, portable, manually-operated probe inclinometer; those of the piers of the viaduct by total station. These measurements have been carried out periodically, 2 to 4 times per year. Redundancy analysis showed that the measurements are reliable, and the mean yearly velocity is less than 10 mm/y. Since December 2019, the Automated Inclinometer System (AIS) was installed in one of the eight inclinometer tubes to robotise manual measurement operations and provide higher-frequency measurements (about one dataset per day). This paper discusses the advantages of the robotised, higher-frequency measurements provided by the AIS compared with the manual, lower-frequency measurements from the traditional manually-operated probe, in terms of: semi-checksum verification, time required to identify the depth of the sliding surface and evaluate the displacement rate for an extremely slow landslide, and ability to recognise its seasonal trend

Inclinometer Measurements with Robotised and Traditional Mobile Probes in Extremely-Slow Landslide / Allasia, Paolo; Ferro, Edgar; Godone, Danilo; Pasquato, Anna; Simeoni, Lucia. - ELETTRONICO. - (2022). (Intervento presentato al convegno ISFMG2022 tenutosi a London nel 4th-7th September 2022).

Inclinometer Measurements with Robotised and Traditional Mobile Probes in Extremely-Slow Landslide

Ferro, Edgar;Simeoni, Lucia
2022-01-01

Abstract

The movements of a large, extremely-slow, deep-seated landslide interacting with a viaduct of the E45 highway (Province of Bolzano, Northern Italy) have been monitored since 2006. The landslide is an active block of a Multiple Rotational Rock Slide (MRRS). It has a planimetric extension of 400 m x 400 m, a maximum depth of the sliding surface of about 50 m, a total estimated volume of 6 Mm3. Subsurface displacements have been monitored using a traditional, portable, manually-operated probe inclinometer; those of the piers of the viaduct by total station. These measurements have been carried out periodically, 2 to 4 times per year. Redundancy analysis showed that the measurements are reliable, and the mean yearly velocity is less than 10 mm/y. Since December 2019, the Automated Inclinometer System (AIS) was installed in one of the eight inclinometer tubes to robotise manual measurement operations and provide higher-frequency measurements (about one dataset per day). This paper discusses the advantages of the robotised, higher-frequency measurements provided by the AIS compared with the manual, lower-frequency measurements from the traditional manually-operated probe, in terms of: semi-checksum verification, time required to identify the depth of the sliding surface and evaluate the displacement rate for an extremely slow landslide, and ability to recognise its seasonal trend
2022
11th International Symposium on Field Monitoring in Geomechanics, London 4-7 September 2022 Proceedings
London, UK
ISSMGE
Allasia, Paolo; Ferro, Edgar; Godone, Danilo; Pasquato, Anna; Simeoni, Lucia
Inclinometer Measurements with Robotised and Traditional Mobile Probes in Extremely-Slow Landslide / Allasia, Paolo; Ferro, Edgar; Godone, Danilo; Pasquato, Anna; Simeoni, Lucia. - ELETTRONICO. - (2022). (Intervento presentato al convegno ISFMG2022 tenutosi a London nel 4th-7th September 2022).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11572/354273
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