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Advances in Civil Engineering
/
2018
/
Article
/
Tab 2
/
Research Article
A Modified Newmark Methodology for Permanent Deformation Analysis of Rock-Fill Dams
Table 2
Parameters of cyclic shear strength.
Soil
r
(g/cm
3
)
(kPa)
(kPa)
Shell
2.33
30
108.5
0.321
485.6
0.518