A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning

<div>Vertical vibratory compactor’s construction schematic: 1, lifting system; 2, frame; 3, upper system; 4, eccentric block; 5, rotation axis; 6, Nether system; 7, vibratory hammer; 8, test mold; 9, control system; 10, rotation axis; 11, electric motor.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning 