Deriving Weak Deflection Angle by Black Holes or Wormholes ...
Figure 10.1 Measurement of pavement deflection using the Benkleman beam. Highway Engineering, 2nd...
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Figure 10.1 Measurement of pavement de ection using the Benkleman beam. fl Highway Engineering, 2nd Edition: Martin Rogers. © 2008 by Blackwell Publishing Ltd
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Transcript of Figure 10.1 Measurement of pavement deflection using the Benkleman beam. Highway Engineering, 2nd...
Figure 10.1 Measurement of pavement deflection using the Benkleman beam.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.2 Operation of deflectograph.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.3 Correlation between deflectograph and deflection beammeasurements.(Crowncopyright1978.)
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.4 Relationship between standard deflection and life for pavements with aBituminous roadbase (Source:LR833). (Crowncopyright1978.)
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.5 Overlay design chart for highway pavements with bituminous roadbases(probability=0.5)(Source:LR833).(Crowncopyright1978.)
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.6 Overlaying choices for rigid highway pavements.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.7 Diagrammatic representation of falling weight deflectometer.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.8 FWD deflection profiles and three major indicators d1,d1–d4 and d6.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.9 Design thickness for unreinforced concrete (URC) overlay (Source:HD30/99) (DoT,1999).
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.10 Design thickness for jointed reinforced concrete (JRC) overlay (Source:HD30/99) (DoT,1999).
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.11 Design thickness for continuously reinforced concrete pavement (CRCP)Overlay (Source:HD30/99)(DoT,1999).
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.12 Design thickness for continuously reinforced concrete roadbase(CRCR) overlay (Source:HD30/99)(DoT,1999).
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.13 Diagrammatic representation of SCRIM apparatus.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
Figure 10.14 Thegrip tester.
Highway Engineering, 2nd Edition: Martin Rogers.© 2008 by Blackwell Publishing Ltd
