Experimental Study on the Shear Strength of Loess Modified by Microbial Precipitation Technology

Figure 3

Shear stress-shear displacement curves of the microbial cementation solution-modified loess under different ratios. (a) 10%. (b) 14%. (c) 18%. (d) 22%. (e) 26%. (f) 30%. (g) 34%. (h) 38%.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)