Environmental Engineering Reference
In-Depth Information
0.0%
0.2%
0.4%
0.6%
Scotts Peak (ff
0.42 to 2.6)
Mackintosh (ff
1.9 to 2.9)
Mangrove Creek (ff
0.8%
15)
Xingo (ff
1.02 to 1.46)
Tianshengqiao (ff
0.8)
1.0%
End of first filling
1.2%
0.1
1.0
10.0
100.0
Time (Years since end of main rockfill construction)
0.00%
0.05%
0.10%
0.15%
Winneke (ff
1.6 to 5.4)
Kangaroo Creek (ff
0.20%
0 to 1.95)
Serpentine (ff
0.24 to 2.9)
Tullabardine (ff2.0 to 2.35)
Little Para (ff
0.25%
0.6 to 2.8)
White Spur (ff0.18 to 0.24)
0.30%
End of first filling
0.35%
0.1
1.0
10.0
100.0
Time (Years since end of main rockfill construction)
Figure 15.37.
Post-construction crest settlement versus time for CFRDs constructed of well-compacted
quarried rockfills of medium to high intact strength (Hunter, 2003).
0.00%
0.02%
0.04%
0.06%
0.08%
Alto Anchicaya (ff0.18 to 0.2)
Bastyan (ff0.86 to 1.05)
Cethana (ff
0.10%
0.26 to 0.48)
Murchison (ff1.04 to 1.09)
Golillas (ff4 to 5.2)
Crotty (ff0.87 to 2.0)
End of first filling
0.12%
0.14%
0.1
1.0
10.0
100.0
Time (years since end of main rockfill construction)
Figure 15.38.
Post-construction crest settlement versus time for CFRDs constructed of well-compacted
quarried rockfills of very high intact strength and of well-compacted gravels (Hunter,
2003).
