Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress

<div>Duration curves of creep. (a) <i>q</i> = 0 kPa, (b) <i>q</i> = 10 kPa, (c) <i>q</i> = 15 kPa, and (d) <i>q</i> = 20 kPa.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress 

Figure 5 | Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress 