Research Article
Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading
Figure 6
Permanent deformations of samples in laboratory tests and numerical simulations. (a) At different deviatoric stress amplitudes ( = 6.9% and f = 1 Hz). (b) At different moisture contents ( = 25 kPa and f = 1 Hz). (c) At different loading frequencies ( = 60 kPa and = 6.9%).
(a) |
(b) |
(c) |