2012 IEEE Colloquium on Humanities, Science and Engineering (CHUSER) 2012
DOI: 10.1109/chuser.2012.6504346
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Close-range photogrammetric data for landslide monitoring on slope area

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Cited by 8 publications
(2 citation statements)
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“…There are many technologies to monitor landslides, such as global positioning system (GPS) (Jibson et al, 2000), remote sensing (RS) (Sun et al, 2003), digital close-range photogrammetry (Matori et al, 2012) for measuring ground surface displacement, and inclinometer (Sargand et al, 2004) and time domain reflectometry (TDR) (Dennis et al, 2006) for monitoring deep sliding surfaces. Methods that have employed optical fiber technologies such as optical time domain reflectometry (OTDR) (Higuchi et al, 2007;Tang et al, 2009), Brillouin optical time domain reflectometry (BOTDR) (Ding et al, 2005;Wang et al, 2009) and Brillouin optical time domain analysis (BOTDA) (Iten and Puzrin, 2009;Zeni, 2009) were also introduced into landslide monitoring area.…”
Section: Introductionmentioning
confidence: 99%
“…There are many technologies to monitor landslides, such as global positioning system (GPS) (Jibson et al, 2000), remote sensing (RS) (Sun et al, 2003), digital close-range photogrammetry (Matori et al, 2012) for measuring ground surface displacement, and inclinometer (Sargand et al, 2004) and time domain reflectometry (TDR) (Dennis et al, 2006) for monitoring deep sliding surfaces. Methods that have employed optical fiber technologies such as optical time domain reflectometry (OTDR) (Higuchi et al, 2007;Tang et al, 2009), Brillouin optical time domain reflectometry (BOTDR) (Ding et al, 2005;Wang et al, 2009) and Brillouin optical time domain analysis (BOTDA) (Iten and Puzrin, 2009;Zeni, 2009) were also introduced into landslide monitoring area.…”
Section: Introductionmentioning
confidence: 99%
“…The traditional techniques for surface deformation monitoring mainly include geodetic survey and close-range photogrammetry [10][11][12]. In recent years, the sensor technology, GPS, and 3D laser scanning have been applied to monitor the deformation on engineering slopes, but the application faces many limitations [13][14][15][16].…”
Section: Introductionmentioning
confidence: 99%