Full text: Proceedings, XXth congress (Part 5)

         
    
   
  
  
  
  
  
  
  
  
  
   
    
   
     
   
    
  
    
    
   
  
   
   
   
  
   
  
. Istanbul 2004 
  
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7. CONCLUSIONS AND FUTURE ISSUES TO BE 
TACKLED 
This paper showed a procedure for detecting the displacement 
of slopes with vision metrology using a single digital camera. 
Assuming that targets were placed on the head of lock bolts 
applied to a slope along a typical highway with standard 
interval 600mm, an appropriate camera configuration, where 2 
mm displacement could be detected in 30m length, was 
investigated. As a result, a total of 12 images or four images 
taken at each of three locations were shown to be clear the 
requirements in terms of measurement precision, sensitivity of 
displacement detection and reliability. 
8. REFERENCES 
Fraser,C.S.: Network Design Considerations for Non- 
Topographic Photogrammetry, PE&RS, Vol.50, No.8, 1984, 
pp.1115-1126 
Fraser, CS. and Gruendig, N-:- The Analysis of 
Photogrammetric Deformation Measurements on Turtle 
Mountain, PE&RS, Vol.51, No.2, pp.207-216, 1985! 
Kiamehr, R.; Multi object optimization of geodetic Network, 
NCC Geomatics 82 conferences, Tehran, Iran, 2003 
Benzao,T. and Z.Shaorong; Optical Design of Monitoring 
Networks with Prior Deformation Information, Survey Review, 
pp.33-258, 1995 
Koch, K.L.: Parameter Estimation and Hypothesis Testing in 
Linear Models, Springer, pp.302-309, Berlin, 1999a 
Koch, K.L.: Parameter Estimation and Hypothesis Testing in 
Linear Models, Springer, pp.279-282, Berlin, 1999b 
Hattori,S., K.Akimoto, C.Fraser and H.Imoto: Automated 
Procedures with Coded Targets in Industrial Vision Metrology, 
Photogrammetric ^ Engineering and Remote Sensing, 
Vol.68,No.5,pp.441-446, 2002 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
	        
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