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Early warning monitoring of natural and engineered slopes with Ground- Based Synthetic Aperture Radar

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Figure

Figure	
  1.	
  Ground	
  based	
  radar	
  installation	
  for	
  slope	
  monitoring	
  (a)	
  and	
  SAR	
  image	
  characteristics	
  (b).	
   	
  
Figure	
   3.	
   Beauregard	
   landslide:	
   results	
   of	
   the	
   2009	
   GBInSAR	
   survey	
   and	
   geomorphologic	
   features	
   with	
   	
   indication	
  of	
  the	
  main	
  kinematic	
  landslide	
  elements	
  :	
  a)	
  rock	
  fal
Figure	
   4.	
   Comparison	
   between	
   the	
   displacement	
   measured	
   from	
   June	
   12 th 	
   to	
   October	
   14 th 	
   	
   2009	
   by	
   the	
   GBInSAR	
  system	
  and	
  total	
  station	
  on	
  three	
  points	
  on	
  the
Figure	
   5	
   shows	
   a	
   displacement	
   map	
   obtained	
   during	
   GBInSAR	
   monitoring	
   of	
   a	
   120-­‐m-­‐high	
   rock	
   slope	
  in	
  a	
  limestone	
  quarry	
  in	
  northern	
  Italy	
  (Barla	
  et	
  al.	
  2013).	
  Des
+5

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