Research Article
Study on the Dynamic Response of Gravel Soil Low Embankment under a Long-Time Dynamic Loading Based on Model Test
Figure 8
Comparison between the calculated and measured values of dynamic stress at each depth of 50000 loading cycles. (a) The moisture content of the foundation was 18%. (b) The moisture content of the foundation was 23%. (c) The moisture content of the foundation was 28%.
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(b) |
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