Research Article
Study on the Dynamic Response of Gravel Soil Low Embankment under a Long-Time Dynamic Loading Based on Model Test
Table 6
Strain accumulation rate within 0.2 m of the top layer of the foundation.
| | Loading cycles | Moisture content of foundation (%) | 10k | 20k | 30k | 40k | 50k | 60k | 70k | 80k | 90k | 100k |
| 18 | 0.531 | 0.738 | 0.894 | 1.031 | 1.144 | 1.250 | 1.344 | 1.413 | 1.444 | 1.488 | 23 | 0.819 | 1.015 | 1.147 | 1.243 | 1.332 | 1.405 | 1.471 | 1.529 | 1.579 | 1.629 | 28 | 1.416 | 1.956 | 2.211 | 2.349 | 2.414 | 2.462 | 2.513 | 2.570 | 2.607 | 2.648 |
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