Research Article
Deformation Behavior of Coarse-Grained Soil as an Embankment Filler under Cyclic Loading
Table 3
Simulation scheme for dynamic triaxial tests.
| | Test group | Confining pressure P (kPa) | Loading frequency f (Hz) | Moisture content (%) | Deviatoric stress amplitude (kPa) | Compaction degree Kc (%) |
| | A1–A3 | 28 | 0.5 | 6.9 | 25, 45, 60 | 93 | | B1–B3 | 1.0 | 6.9 | | C1–C3 | 3.0 | 6.9 | | D1–D3 | 1.0 | 7.8 | | E1–E3 | 1.0 | 9.1 |
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