Research Article
Study on the Dynamic Response of Gravel Soil Low Embankment under a Long-Time Dynamic Loading Based on Model Test
Table 4
Cumulative stress rate of subgrade top under different loading cycles.
| | Loading cycles | Moisture content of foundation | 10k | 20k | 30k | 40k | 50k | 60k | 70k | 80k | 90k | 100k |
| 18 | 0.075 | 0.114 | 0.136 | 0.147 | 0.153 | 0.158 | 0.162 | 0.164 | 0.167 | 0.169 | 23 | 0.043 | 0.077 | 0.104 | 0.127 | 0.147 | 0.162 | 0.169 | 0.172 | 0.174 | 0.177 | 28 | 0.058 | 0.091 | 0.116 | 0.130 | 0.140 | 0.146 | 0.149 | 0.153 | 0.157 | 0.159 |
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