Advances in Materials Science and Engineering / 2019 / Article / Tab 3

Research Article

Slurry and Technology Optimization for Grouting Fissures in Earthen Sites with Quicklime

Table 3

Fissure grouting field experiment data.

No.Fissure width (cm)Grouting slurryWater-cement ratioDiameter of the lime piles (cm)Test method

WZ0.508.1SH-(CaO + F + C)0.50No lime pilesSonic wave monitor
WZ0.520.52
WZ0.540.54

YZ0.508.1SH-(CaO + F + C)0.504.5Foundation bearing force penetration instrument, infrared thermal imager
YZ0.520.52
YZ0.540.54

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