a5795c7f-7f80-43f1-86ee-bdd02e7f313e bea18ccc-2755-4d45-9410-5ef7466d6747 Francesca Ardizzone Italian National Research Council (CNR) Research Institute of Geo-hydrological Protection +39 075 5014 410 +39 075 5014 420 Strada della Madonna Alta, 126 Perugia PG 06128 Italy francesca.ardizzone@irpi.cnr.it Paolo Allasia Italian National Research Council (CNR) Research Institute of Geo-hydrological Protection +39 011/3977827 +39 011/3977821 Strada delle Cacce, 73 Turin TO 10135 Italy paolo.allasia@irpi.cnr.it http://gmg.irpi.cnr.it 2017-05-12T15:40:05 ISO 19115:2003/19139 1.0 WGS 1984 Ivancich Inclinometer Monitoring Network 2015-11-11 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. Collect time series of sub-surface ground deformation in Ivancich landslide, in order to combine surface ground deformation time series and meteorological parameters, and attempt a statistical cross-correlation, in view of their local and general significance. Martina Cignetti Italian National Research Council (CNR) Research Institute of Geo-hydrological Protection (IRPI) +39 0113977831 Strada delle Cacce, 73 Turin TO 10135 Italy martina.cignetti@irpi.cnr.it https://geoportal.mountaingenius.org/geonetwork/srv/eng/resources.get?uuid=a5795c7f-7f80-43f1-86ee-bdd02e7f313e&fname=Ivancich_Metadat_Inclinometri_96dpi_s.png thumbnail png https://geoportal.mountaingenius.org/geonetwork/srv/eng/resources.get?uuid=a5795c7f-7f80-43f1-86ee-bdd02e7f313e&fname=Ivancich_Metadat_Inclinometri_96dpi.jpg large_thumbnail jpg NEXTDATA HAMMER Landslide Monitoring Network Inclinometer Ivancich Valle Umbra Assisi Perugia Umbria Central Italy CNR IRPI 10000 geoscientificInformation 1998 2006 5.5810546875 19.5556640625 36.49658203125 47.79052734375 You can customize the template to suit your needs. You can add and remove fields and fill out default information (e.g. contact details). Fields you can not change in the default view may be accessible in the more comprehensive (and more complex) advanced view. You can even use the XML editor to create custom structures, but they have to be validated by the system, so know what you do :-) https://geoportal.mountaingenius.org/geoserver/gn/wms/kml?layers=gn:Ivancich_Inclinometer_1998 GLG:KML-2.0-http-get-map View in Google Earth https://geoportal.mountaingenius.org/geoserver/gn/wms OGC:WMS-1.1.1-http-get-map gn:Ivancich_Inclinometer_1998 Show geographic position