Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage

<div>Deviatoric stress-strain relationship fitting results for each model at −3°C. (a) <i>T</i> = −3°C, <i>σ</i>3 = 1.0 MPa. (b) <i>T</i> = −3°C, <i>σ</i>3 = 8.0 MPa.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage 

Figure 9 | Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage 