Research Article
Study on the Dynamic Response of Gravel Soil Low Embankment under a Long-Time Dynamic Loading Based on Model Test
Table 5
Strain accumulation rate within 0.2 m of the top layer of the subgrade.
| | Loading cycles | Moisture content of foundation | 10k | 20k | 30k | 40k | 50k | 60k | 70k | 80k | 90k | 100k |
| 18 | 0.413 | 0.553 | 0.673 | 0.773 | 0.873 | 0.967 | 1.033 | 1.087 | 1.120 | 1.153 | 23 | 0.368 | 0.507 | 0.603 | 0.676 | 0.735 | 0.794 | 0.846 | 0.949 | 1.066 | 1.147 | 28 | 0.409 | 0.609 | 0.696 | 0.774 | 0.870 | 0.939 | 1.017 | 1.096 | 1.174 | 1.235 |
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