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