Slurry and Technology Optimization for Grouting Fissures in Earthen Sites with Quicklime
Table 3
Fissure grouting field experiment data.
No.
Fissure width (cm)
Grouting slurry
Water-cement ratio
Diameter of the lime piles (cm)
Test method
WZ0.50
8.1
SH-(CaO + F + C)
0.50
No lime piles
Sonic wave monitor
WZ0.52
0.52
WZ0.54
0.54
YZ0.50
8.1
SH-(CaO + F + C)
0.50
4.5
Foundation bearing force penetration instrument, infrared thermal imager
YZ0.52
0.52
YZ0.54
0.54
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