Research Article
A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning
Figure 14
Variation rule of the CBR of SRM-G with the soil-rock ratio. (a) Dmax = 60 mm; (b) Dmax = 80 mm; (c) Dmax = 100 mm.
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| (b) |
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