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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Solidifying material</td><td class="align_center">Sludge-to-dry soil ratio</td><td class="align_center">Quicklime</td><td class="align_center">Water</td><td class="align_center">Main curing agent</td><td class="align_center">Auxiliary curing agent A</td><td class="align_center">Auxiliary curing agent B</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Content (%)</td><td class="align_center">1 : 3</td><td class="align_center">20</td><td class="align_center">40</td><td class="align_center">10</td><td class="align_center">0.6</td><td class="align_center">0.3</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note: the quality of quicklime is added according to the percentage of sludge quality. The quality of main curing agent, auxiliary curing agent, and water are added according to the percentage of total mass of sludge and dry soil.<br/></div></td></tr></table>

<div>Preparation scheme of municipal sludge solidified soil.</div>

Advances in Civil Engineering

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Table 3

Table 3: 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 

Table 3 | 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 