The Scientific World Journal / 2014 / Article / 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
 Test14255400.006001.000.00423
 Back 214866650.003141.610.00311
Rockfill II
 Test14006200.006001.000.00612
 Back 216437170.003002.170.00821
Gravelly clay
 Test3202100.003001.000.00717
 Back 25103400.003451.270.00849

Note. is the scale of parameters and .