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

<div>Deviatoric stress-strain strain relationship fitting results for each model at −5°C. (a) <i>T</i> = −5°C, <i>σ</i><sub>3</sub> = 1.0 MPa. (b) <i>T</i> = −5°C, <i>σ</i><sub>3</sub> = 8.0 MPa.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage 

Figure 10 | Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage 