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Advances in Civil Engineering
/
2020
/
Article
/
Fig 4
/
Research Article
Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading
Figure 4
Cyclic loading curves for dynamic triaxial tests. (a)
= 60 kPa and
f
= 1 Hz. (b)
= 25 kPa and
f
= 0.5 Hz.
(a)
(b)