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>Curves between t/ε and t under different initial static deviator stress. (a) q = 0 kPa, (b) q = 10 kPa, (c) q = 15 kPa, and (d) q = 20 kPa.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: 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 9 | 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 