Study on the Strength and Yield Behaviors of Modified Silty Clay

Figure 9

Relationships between the hydrostatic pressure and the cohesive force for the modified soils: (a) the red Pisha sandstone modified soils; (b) the carbide slag modified soils; and (c, d) the red Pisha sandstone and carbide slag modified soils.

(a)

(b)

(c)

(d)