Experimental Study on Diffusion Law of Post-Grouting Slurry in Sandy Soil

Figure 5

Shape of concretion after sample grouting with different water-cement ratios of soil sample S3. (a) W/C = 0.5. (b) W/C = 0.6. (c) W/C = 0.8. (d) W/C = 1.0.

(a)

(b)

(c)

(d)