Research Article
Behavior of Nonplastic Silty Soils under Cyclic Loading
Table 2
The physical and dynamic properties of the samples.
| Sample | FC (%) | (%) | (%) | (kN/m3) | (kPa) | CSR | for 5% DAS |
for 5% DAS (kPa) |
| 1.1 | 54 | 4 | 28 | 19.08 | 74.24 | 0.373 | 1 | 17.09 | 1.2 | 54 | 4 | 27 | 18.76 | 49.80 | 0.251 | 3 | 91.33 | 1.3 | 54 | 4 | 27 | 19.16 | 39.99 | 0.200 | 6 | 91.82 | 1.4 | 54 | 4 | 27 | 18.85 | 31.36 | 0.157 | 30 | 96.22 | 2.1 | 51 | 6 | 27 | 19.26 | 73.72 | 0.365 | 1 | 20.03 | 2.2 | 51 | 6 | 27 | 19.49 | 49.49 | 0.246 | 4 | 98.17 | 2.3 | 51 | 6 | 27 | 19.93 | 39.59 | 0.196 | 4 | 83.03 | 2.4 | 51 | 6 | 27 | 19.35 | 30.82 | 0.152 | 13 | 88.89 | 3.1 | 71 | 9 | 28 | 18.92 | 72.87 | 0.346 | 2 | 95.24 | 3.2 | 71 | 9 | 30 | 18.58 | 49.62 | 0.254 | 3 | 87.91 | 3.3 | 71 | 9 | 28 | 18.61 | 40.23 | 0.199 | 8 | 86.45 | 3.4 | 71 | 9 | 28 | 18.77 | 30.39 | 0.152 | 30 | 98.17 | 4.1 | 67 | 10 | 28 | 17.68 | 73.56 | 0.369 | 1 | 23.93 | 4.2 | 67 | 10 | 27 | 17.06 | 49.96 | 0.247 | 3 | 62.03 | 4.3 | 67 | 10 | 27 | 19.08 | 40.00 | 0.201 | 10 | 96.70 | 4.4 | 67 | 10 | 31 | 18.95 | 30.05 | 0.151 | 32 | 92.31 | 5.1 | 73 | 12 | 28 | 18.49 | 73.74 | 0.372 | 4 | 91.82 | 5.2 | 73 | 12 | 28 | 18.40 | 50.24 | 0.252 | 8 | 94.26 | 5.3 | 73 | 12 | 29 | 19.08 | 40.50 | 0.203 | 12 | 79.61 | 5.4 | 73 | 12 | 27 | 18.82 | 30.31 | 0.151 | 302 | 87.42 |
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DAS: double axial strain amplitude. : cycles. : excess pore water pressure.
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