Grouting Mechanism of Cement-Based Slurry in a Concentric Annulus under High Groundwater Pressure

<div>Infinitesimal elements of the concentric cylindrical annulus of the grouted zone with time step <span class="nowrap"><svg height="8.8423pt" id="M44" style="vertical-align:-0.2064009pt" version="1.1" viewbox="-0.0498162 -8.6359 12.9135 8.8423" width="12.9135pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M600 0V24L339 665L311 657L43 24V0H600ZM497 50H107L303 539L497 50Z"></path></g><g transform="matrix(.013,0,0,-0.013,8.327,0)"><path d="M324 430H196L233 583L223 592L145 529L120 430H54L29 396L31 388H111L56 126C33 15 54 -12 77 -12C137 -12 214 57 250 95L233 119C208 92 155 59 138 59C126 59 120 70 131 125L186 390L298 394L324 430Z"></path></g></svg>.</span></div>

Advances in Civil Engineering

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Figure 4

Figure 4: Grouting Mechanism of Cement-Based Slurry in a Concentric Annulus under High Groundwater Pressure 