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The Scientific World Journal
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2014
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Article
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Tab 3
/
Research Article
Displacement-Based Back-Analysis of the Model Parameters of the Nuozhadu High Earth-Rockfill Dam
Table 3
Main E-B and creep model parameters.
Material
Rockfill I
Test
1425
540
0.00600
1.00
0.00423
Back 2
1486
665
0.00314
1.61
0.00311
Rockfill II
Test
1400
620
0.00600
1.00
0.00612
Back 2
1643
717
0.00300
2.17
0.00821
Gravelly clay
Test
320
210
0.00300
1.00
0.00717
Back 2
510
340
0.00345
1.27
0.00849
Note
.
is the scale of parameters
and
.