2008
DOI: 10.1016/j.enggeo.2008.02.006
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Tracking landslide displacements by multi-temporal DTMs: A combined aerial stereophotogrammetric and LIDAR approach in western Belgium

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Cited by 128 publications
(93 citation statements)
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“…The results are either vectors between two points (or common areas) or distances between two data sets (point to surface comparison) either in a user-defined direction or as shortest distance (Hausdorff distance) between the two surfaces. This difference calculation allows for the computation of volume differences, as is discussed by different authors (Bitelli et al 2004;Chen et al 2006;Corsini et al 2007;Teza et al 2007;Dewitte et al 2008;Jaboyedoff et al 2009a;Prokop and Panholzer 2009;Mueller and Loew 2009;Avian et al 2009;Baldo et al 2009). …”
Section: Landslidementioning
confidence: 99%
“…The results are either vectors between two points (or common areas) or distances between two data sets (point to surface comparison) either in a user-defined direction or as shortest distance (Hausdorff distance) between the two surfaces. This difference calculation allows for the computation of volume differences, as is discussed by different authors (Bitelli et al 2004;Chen et al 2006;Corsini et al 2007;Teza et al 2007;Dewitte et al 2008;Jaboyedoff et al 2009a;Prokop and Panholzer 2009;Mueller and Loew 2009;Avian et al 2009;Baldo et al 2009). …”
Section: Landslidementioning
confidence: 99%
“…This topic has been described by several authors (Dewitte et al, 2008;Turner and Lucieer, 2013;Travelletti et al, 2012;Lucieer et al 2014a;Turner et al, 2015;Marek et al, 2015;Lindner et al, 2016;Peppa et al, 2017). In these works, numerous techniques based on the multi-temporal comparison of RPAS data sets for the definition of the evolution of landslides have been presented and discussed.…”
Section: Landslide Monitoringmentioning
confidence: 99%
“…The DTM subtraction implies that individual DTM errors and shifts between DTMs can be combined as independent random variables. Assuming a normal distribution, this combined error can be used as standard deviation s 0 (Dewitte et al, 2008). For registration based on selected stable areas, the s 0 of analysed DTMs from the reference DTM lay between 1 m and 2 m (Table 3).…”
Section: Relative Dtm Accuracymentioning
confidence: 99%
“…Ruiz et al, 2004;Rabatel et al, 2008;Oppikofer et al, 2008). Some projects have already taken advantage of combining digital photogrammetry and LiDAR for multi-temporal topographic analyses of rock walls (Lim et al, 2005;Dewitte et al, 2008), as well as for the detection of changes in valley glaciers (Baltsavias et al, 2001). However, the combination of the two techniques has not previously been applied to steep permafrost-affected and glacierised high-mountain rock walls.…”
Section: Introductionmentioning
confidence: 99%