Engineering Geology for Society and Territory - Volume 2 2015
DOI: 10.1007/978-3-319-09057-3_51
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Comparing Satellite Based and Ground Based Radar Interferometry and Field Observations at the Canillo Landslide (Pyrenees)

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Cited by 8 publications
(11 citation statements)
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“…The initial velocity of the field can be calculated from the displacement data to be approximately V 0 ∼ 2 − 4 cm/year, a value that is in accordance to literature values as well (Corominas et al, 2014). Using the parameter values previously discussed, Equation (13) can be solved for τ d,ref to yield:…”
Section: Forecasting and Parameter Constraintsmentioning
confidence: 58%
“…The initial velocity of the field can be calculated from the displacement data to be approximately V 0 ∼ 2 − 4 cm/year, a value that is in accordance to literature values as well (Corominas et al, 2014). Using the parameter values previously discussed, Equation (13) can be solved for τ d,ref to yield:…”
Section: Forecasting and Parameter Constraintsmentioning
confidence: 58%
“…Finally, a third rockslide with a lower extension originated on the hillside known as La Roca del Forn, in the northeast side of the hillslope, was identified. Recent local instabilities have been identified in different locations within the landslide mass [43]. The landslide of El Forn de Canillo was originated as the result of the hillside destabilization, due to a decompression phenomenon after the removal of the Valira Glacier during the Pleistocene, after the Maximum Ice Extent.…”
Section: Canillo Landslidementioning
confidence: 99%
“…Between the years 2007 and 2009, a network of geotechnical devices, including inclinometers, rod extensometers and piezometers, were installed over the landslide surface to characterize and understand the dynamics of the sliding mass. A total of 10 boreholes, reaching typically a depth between 40 and 60 m, were drilled and equipped with this instrumentation [43,44]. The readings recorded have provided evidence that, in addition to a residual movement of some millimeters per year in the main body of the slide, the most active part of the landslide corresponds to the secondary landslide of Cal Borró-Cal Ponet.…”
Section: Canillo Landslidementioning
confidence: 99%
“…This kind of instruments have been used for several applications such as landslide monitoring, subsidence hazards in urban areas, volcano monitoring, etc. [Corominas et al 2015] and , when a classical Orbital DInSAR system cannot be used due to the bad geometric orientation of the scenario or because the revisit time of the Spaceborne sensor is not short enough to monitor the deformation. The main characteristics of the UPC RiskSAR equipment (GBSAR) in two configurations are summarized in table 3.…”
Section: Differential Sar Interferometrymentioning
confidence: 99%