Research Article
Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading
Table 2
Dynamic triaxial test scheme.
| | Test no. | OCR | CSR | SDR |
| | C-1 | 1.0 | 0.30 | 0 | | C-2 | 1.0 | 0.25 | 0 | | C-3 | 1.0 | 0.15 | 0 | | C-4 | 1.0 | 0.125 | 0 | | C-5 | 1.0 | 0.15 | 0.15 | | C-6 | 1.0 | 0.15 | 0.20 | | C-7 | 1.0 | 0.15 | 0.25 | | C-8 | 0.5 | 0.25 | 0 | | C-9 | 1.5 | 0.25 | 0 | | C-10 | 2.0 | 0.25 | 0 |
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