An Experimental Study with Model Calibration for the Permanent Strain of Granite Residual Soil Subgrade under Drying-Wetting Cycles

<div>Permanent axial strain rate of GRS under D-W cycles in the compression stage (black points: plastic shakedown; blue points: plastic creep).</div>

Geofluids

fig12

Figure 12

Figure 12: An Experimental Study with Model Calibration for the Permanent Strain of Granite Residual Soil Subgrade under Drying-Wetting Cycles 