The Ivancich landslide is a phenomenon located in Assisi municipality (PG), in Umbria region, which affects the northern sector of the city. From a geomorphological point of view, this event is an old translational slide with a rotational component in the source area. The landslide has been divide in an active sector, distinguishing in the crow area (dark red in the picture) and the landslide deposits (light red in the picture), and an ancient relict sector, distinguishing in the crown area (dark blue in the picture) and the landslide deposits (light blue in the picture) [From: Antonini, G., Ardizzone, F., Cacciano, M., Cardinali, M., Castellani, M., Galli, M., Guzzetti, F., Reichenbach, P., Salvati, P., 2002a. Rapporto Conclusivo Protocollo d'Intesa fra la Regione dell'Umbria, Direzione Politiche Territoriali Ambiente e Infrastrutture, ed il CNR–IRPI di Perugia per l'acquisizione di nuove informazioni sui fenomeni franosi nella regione dell'Umbria, la realizzazione di una nuova carta inventario dei movimenti franosi e dei siti colpiti da dissesto, l'individuazione e la perimetrazione delle aree a rischio da frana di particolare rilevanza, e l'aggiornamento delle stime sull'incidenza dei fenomeni di dissesto sul tessuto insediativo, infrastrutturale e produttivo regionale. Unpublished report, May 2002, 140 pp., (in Italian)]. The landslide is extended from an elevation of 660 m asl to 350 m asl, and involves in a debris deposits. This landslide was monitored with geological and engineering investigations since the 1970’s, consequently roads and buildings damages registered. In particular the Ivancich landslide was monitored from 1982 to 2008 with topographic and inclinometer measurements. The data refer to an extended monitoring network of the landslide and in particular the data of the inclinometer number 103, 113B, 117, and 202 were published in Calò et al. (2014) "Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy" Remote Sensing of Environment, 142: 69-82. This dataset is a courtesy of Ing. Maceo Giovanni Angeli (IRPI-CNR) and Dr. Geol. Fabrizio Pontoni (private consultant).

The Ivancich Inclinometer 202 is located inside the landslide at about 510 m asl, and is located in a 54,50 m deep borehole. The inclinometer probe measures tilt of two orthogonal axes “A” and “B”; in particular is read the measure corresponding to the axes inclination (θ). The conversion from angular values to displacement occurs through trigonometric function. The sine function, i.e. the angular value, is derived from the value produced by sensors, in general for measure between +/-15° from the vertical. The angle θ is the inclination angle from vertical, the hypotenuse is the pace of the probe, i.e. the measuring range, or step of readings (generally 0.5 m), while the opposite side is the lateral “deviation”. The lateral displacements are calculated at each depth; for convention this value is called “lateral deviation”. The sum of successive lateral deviation is called “cumulative deviation”. The cumulative deviation variations define the inclinometer tube displacement. The incremental displacement represents the variation from each measurement interval. The cumulative displacement is the sum of the incremental displacements. The common inclinometers data graphs showing the displays cumulative lateral deformation with depth, starting at the bottom of the casing and summing increments of displacement for each measured interval up to the ground surface. The inclinometer 202 time series provide data for the observed period from November 1998 to December 2006, and are organized as follows: Depth (m): measured interval from the bottom of the casing up to the ground surface (0,5 m step) Data: gg/mm/aaa Raw data A0 – A180 – B0 – B180: numbers recorded by the probe corresponding to the values of the tube inclination relative to the vertical, projected on the planes A and B; the measure unit is expressed in digit (electrical value). CheckSum A and B: add of the two values obtained in diametrically opposite direction at the same depth. The checksums produce a constant value, where a low standard deviation would confirm data quality. Lateral deviation A – B – Resultant: lateral displacements are calculated at each depth Cumulative deviation SA – SB – Resultant: sum of successive lateral deviation Differential Lateral Deviation A Diff – B Diff – Resultant Diff: incremental displacement represents the variation from each measurement interval Cumulative Displacement SAInt Diff – SB Int Diff – Resultant Ins Diff: sum of the incremental displacements. The main feature of the inclinometer 202 are: Inclinometer Tube Internal Diameter – 76.1 mm Probe type – Sinco Digitilt Inclinometer (P/N 50302510 S/N 28447) Probe unit – meter Probe constant – 25000 sinα Probe Type – Biaxial Probe Sensors – Servoinclinometers Shallowest depth: 1 m Deepest Depth: 54.50 m Reading Interval: 0.5 m A0 Direction: N230 Height of the reference plan (P.R.) relative to campaign plan (p.c.) Depth probe relative to p.c.: 54.50 m

Relative to the Ivancich test site several space-borne data were available. In particular, the SAR data were published in: Calò et al. (2014) Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy. Remote Sensing of Environment, 142: 69-82. This dataset is a courtesy of Ing. Maceo Giovanni Angeli (IRPI-CNR) and Dr. Geol. Fabrizio Pontoni (private consultant). The COSMO SkyMED satellite acquires images characterized by: - Band acquisition: X Band - Wavelength (cm): 3.1 - Resolution azimuth/range (m): ≈ 2.5/2.5 – 0.1/0.1 - Revisit time (days): 11 - Incident angle (°): 20-60 - Life status:2007-2014 - Space agency: ASI The images used, processed by SBAS DInSAR technique at low-resolution scale (100 m x 100 m), include 39 images spanning from December 2009 to February 2012 in descending orbit, of the territory of Assisi, Monte Subasio and Valle Umbra. The SAR data reports 118147 SBAS targets in shapefile format provided in SBAS-InSAR geocoded coordinates (Lat./Lon. and UTM WGS84).

The Ivancich Inclinometer 113 is located inside the landslide at about 460 m asl, and is located in a 32,3 m deep borehole. The inclinometer probe measures tilt of two orthogonal axes “A” and “B”; in particular is read the measure corresponding to the axes inclination (θ). The conversion from angular values to displacement occurs through trigonometric function. The sine function, i.e. the angular value, is derived from the value produced by sensors, in general for measure between +/-15° from the vertical. The angle θ is the inclination angle from vertical, the hypotenuse is the pace of the probe, i.e. the measuring range, or step of readings (generally 0.5 m), while the opposite side is the lateral “deviation”. The lateral displacements are calculated at each depth; for convention this value is called “lateral deviation”. The sum of successive lateral deviation is called “cumulative deviation”. The cumulative deviation variations define the inclinometer tube displacement. The incremental displacement represents the variation from each measurement interval. The cumulative displacement is the sum of the incremental displacements. The common inclinometers data graphs showing the displays cumulative lateral deformation with depth, starting at the bottom of the casing and summing increments of displacement for each measured interval up to the ground surface. The inclinometer 113 time series provide data for the observed period from November 1998 to December 2006, and are organized as follows: Depth (m): measured interval from the bottom of the casing up to the ground surface (0,5 m step) Data: gg/mm/aaa Raw data A0 – A180 – B0 – B180: numbers recorded by the probe corresponding to the values of the tube inclination relative to the vertical, projected on the planes A and B; the measure unit is expressed in digit (electrical value). CheckSum A and B: add of the two values obtained in diametrically opposite direction at the same depth. The checksums produce a constant value, where a low standard deviation would confirm data quality. Lateral deviation A – B – Resultant: lateral displacements are calculated at each depth Cumulative deviation SA – SB – Resultant: sum of successive lateral deviation Differential Lateral Deviation A Diff – B Diff – Resultant Diff: incremental displacement represents the variation from each measurement interval Cumulative Displacement SAInt Diff – SB Int Diff – Resultant Ins Diff: sum of the incremental displacements. The main feature of the inclinometer 113 are: Inclinometer Tube Internal Diameter – 76.1 mm Probe type – Sinco Digitilt Inclinometer (P/N 50302510 S/N 28447) Probe unit – meter Probe constant – 25000 sinα Probe Type – Biaxial Probe Sensors – Servoinclinometers Shallowest depth: 1 m Deepest Depth: 32.3 m Reading Interval: 0.5 m A0 Direction: N220 Height of the reference plan (P.R.) relative to campaign plan (p.c.): +0.20 m Depth probe relative to p.c.: 32.30 m

At the Ivancich landslide an inclinometer monitoring network has been installed on November 1998. The inclinometer network measured from November 1998 to December 2006, and consists of several inclinometers refer to an extended monitoring network of the landslide. For the Ivancich landslide were considered 4 inclinometers (103, 113B, 117 and 202), the data of which were published in Calò, F.; Ardizzone, F.; Castaldo, R.; Lollino, P.; Tizzani, P.; Guzzetti, F.; Lanari, R.; Angeli, M.G.; Pontoni, F.; Manunta. M.. Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy. Remote Sensing of Environment 142, 69-82. The monitoring network allowed sub-surface displacement measurements, and led to the identification of the depth and thickness of slide shear zones. The inclinometer system consists of an inclinometer probe used to survey ground movement causes by the casing movement, calculated by comparing data from the initial data recorded. These instruments measure relative horizontal displacements affecting the casing. The bottom end of the casing is used as a stable reference and must be embedded beyond the displacement zone. Relative displacement over time is recorded by repeating measurements at the same depths. In particular, was recorded the tilt of two perpendicular planes, named “A” and “B”. In a standard inclinometer survey, the probe is draw from the bottom to the top of the casing. The inclinometer is a sensitive measuring instrument, and accurate inclinometer measurements depend on the instrument quality and the care taken during the execution of the measures.

The Ivancich Inclinometer 117 is located inside the landslide at about 449 m asl, and is located in a 20,35 m deep borehole. The inclinometer probe measures tilt of two orthogonal axes “A” and “B”; in particular is read the measure corresponding to the axes inclination (θ). The conversion from angular values to displacement occurs through trigonometric function. The sine function, i.e. the angular value, is derived from the value produced by sensors, in general for measure between +/-15° from the vertical. The angle θ is the inclination angle from vertical, the hypotenuse is the pace of the probe, i.e. the measuring range, or step of readings (generally 0.5 m), while the opposite side is the lateral “deviation”. The lateral displacements are calculated at each depth; for convention this value is called “lateral deviation”. The sum of successive lateral deviation is called “cumulative deviation”. The cumulative deviation variations define the inclinometer tube displacement. The incremental displacement represents the variation from each measurement interval. The cumulative displacement is the sum of the incremental displacements. The common inclinometers data graphs showing the displays cumulative lateral deformation with depth, starting at the bottom of the casing and summing increments of displacement for each measured interval up to the ground surface. The inclinometer 117 time series provide data for the observed period from November 1998 to December 2006, and are organized as follows: Depth (m): measured interval from the bottom of the casing up to the ground surface (0,5 m step) Data: gg/mm/aaa Raw data A0 – A180 – B0 – B180: numbers recorded by the probe corresponding to the values of the tube inclination relative to the vertical, projected on the planes A and B; the measure unit is expressed in digit (electrical value). CheckSum A and B: add of the two values obtained in diametrically opposite direction at the same depth. The checksums produce a constant value, where a low standard deviation would confirm data quality. Lateral deviation A – B – Resultant: lateral displacements are calculated at each depth Cumulative deviation SA – SB – Resultant: sum of successive lateral deviation Differential Lateral Deviation A Diff – B Diff – Resultant Diff: incremental displacement represents the variation from each measurement interval Cumulative Displacement SAInt Diff – SB Int Diff – Resultant Ins Diff: sum of the incremental displacements. The main feature of the inclinometer 117 are: Inclinometer tube Internal Diameter – 76.1 mm Probe type – Sinco Digitilt Inclinometer (P/N 50302510 S/N 28447) Probe unit – meter Probe constant – 25000 sinα Probe Type – Biaxial Probe Sensors – Servoinclinometers Shallowest depth: 1 m Deepest Depth: 20.35 m Reading Interval: 0.5 m A0 Direction: N240 Height of the reference plan (P.R.) relative to campaign plan (p.c.): +0.15 m Depth probe relative to p.c.: 20.35 m

The Ivancich SAR ground deformation time series include deformation data obtained from Cosmo SkyMED satellite acquisition, and published in: Calò et al. (2014) Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy. Remote Sensing of Environment, 142: 69-82. This dataset is a courtesy of Ing. Maceo Giovanni Angeli (IRPI-CNR) and Dr. Geol. Fabrizio Pontoni (private consultant). In particular provide 118147 SBAS targets displacement (relative to the Assisi municipality, Monte Subasio and Valle Umbra territory), in descending orbit and in low-resolution scale (100mx100m), for the observed period from December 2009 to February 2012. The archive provide for each SBAS targets: - X (East) and Y (North) UTM WGS84 coordinates (m); - Temporal interferometric coherence [coer.]; - Deformation velocity (cm/year) [vel.]; - Azimuth and Range coordinates [azimuth/range]; - Latitude and Longitude coordinates (deg.) [Lat./Lon]; - Topography (m) [topo]; - Deformation Data (cm), related to the date of the exploited SAR images. The date of the exploited images are expressed as: day/month/year. The time series present a weekly temporal sampling, and provide long-time series of deformation, allowing to following the evolution of surface displacement over time.

Relative to the Ivancich test site several space-borne data were available. In particular, the SAR data were published in: Calò et al. (2014) Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy. Remote Sensing of Environment, 142: 69-82. This dataset is a courtesy of Ing. Maceo Giovanni Angeli (IRPI-CNR) and Dr. Geol. Fabrizio Pontoni (private consultant). This archive collects ERS-1/2 and Envisat ASAR satellites data for the observed period from April 1992 to November 2010. The ERS-1/2 and Envisat ASAR satellites acquire images characterized by: - Band acquisition: C Band - Wavelength (cm): 5.6 - Resolution azimuth/range (m): ≈ 6/24 - Revisit time (days): 35 - Incident angle (°): 23 - Life status:1992-2001 (ERS-1/2) and 2003-2010 (Envisat ASAR) - Space agency: ESA The images used, processed by SBAS DInSAR technique at full-resolution scale (5 m x 20 m), include 130 (91 ERS-1/2 and 39 Envisat ASAR) images spanning from April 1992 to November 2010 in descending orbit, of the territory of Central Umbria. The SAR data reports 124919 SBAS targets in shapefile format provided in SBAS-InSAR geocoded coordinates (Lat./Lon. and UTM WGS84).

The Ivancich Inclinometer 103 is located inside the landslide at about 360 m asl, and is located in a 35 m deep borehole. The inclinometer probe measures tilt of two orthogonal axes “A” and “B”; in particular is read the measure corresponding to the axes inclination (θ). The conversion from angular values to displacement occurs through trigonometric function. The sine function, i.e. the angular value, is derived from the value produced by sensors, in general for measure between +/-15° from the vertical. The angle θ is the inclination angle from vertical, the hypotenuse is the pace of the probe, i.e. the measuring range, or step of readings (generally 0.5 m), while the opposite side is the lateral “deviation”. The lateral displacements are calculated at each depth; for convention this value is called “lateral deviation”. The sum of successive lateral deviation is called “cumulative deviation”. The cumulative deviation variations define the inclinometer tube displacement. The incremental displacement represents the variation from each measurement interval. The cumulative displacement is the sum of the incremental displacements. The common inclinometers data graphs showing the displays cumulative lateral deformation with depth, starting at the bottom of the casing and summing increments of displacement for each measured interval up to the ground surface. The inclinometer 103 time series provide data for the observed period from November 1998 to December 2006, and are organized as follows: Depth (m): measured interval from the bottom of the casing up to the ground surface (0,5 m step) Data: gg/mm/aaa Raw data A0 – A180 – B0 – B180: numbers recorded by the probe corresponding to the values of the tube inclination relative to the vertical, projected on the planes A and B; the measure unit is expressed in digit (electrical value). CheckSum A and B: add of the two values obtained in diametrically opposite direction at the same depth. The checksums produce a constant value, where a low standard deviation would confirm data quality. Lateral deviation A – B – Resultant: lateral displacements are calculated at each depth Cumulative deviation SA – SB – Resultant: sum of successive lateral deviation Differential Lateral Deviation A Diff – B Diff – Resultant Diff: incremental displacement represents the variation from each measurement interval Cumulative Displacement SAInt Diff – SB Int Diff – Resultant Ins Diff: sum of the incremental displacements. The main feature of the inclinometer 103 are: Inclinometer Tube Internal Diameter – 76.1 mm Probe type – Sinco Digitilt Inclinometer (P/N 50302510 S/N 28447) Probe unit – meter Probe constant – 25000 sinα Probe Type – Biaxial Probe Sensors – Servoinclinometers Shallowest depth: 1 m Deepest Depth: 35 m Reading Interval: 0.5 m A0 Direction: N212 Height of the reference plan (P.R.) relative to campaign plan (p.c.): - +0.09 m Depth probe relative to p.c.: 35 m

The Ivancich SAR ground deformation time series include deformation data obtained from ERS-1/2 and Envisat ASAR satellites acquisition, and published in: Calò et al. (2014) Enhanced landslide investigations through advanced DInSAR techniques: The Ivancich case study, Assisi, Italy. Remote Sensing of Environment, 142: 69-82. This dataset is a courtesy of Ing. Maceo Giovanni Angeli (IRPI-CNR) and Dr. Geol. Fabrizio Pontoni (private consultant). In particular provide 124919 SBAS targets displacement (relative to Central Umbria territory), in descending orbit and in full-resolution scale (5mx20m), for the observed period from April 1992 to November 2010. The archive provide for each SBAS targets: - X (East) and Y (North) UTM WGS84 coordinates (m); - Temporal interferometric coherence [coer.]; - Deformation velocity (cm/year) [vel.]; - Azimuth and Range coordinates [azimuth/range]; - Latitude and Longitude coordinates (deg.) [Lat./Lon]; - Topography (m) [topo]; - Deformation Data (cm), related to the date of the exploited SAR images. The date of the exploited images are expressed as: day/month/year. The time series present a monthly temporal sampling, and provide long-time series of deformation, allowing to following the evolution of surface displacement over time.