Consolidated Undrained Triaxial Compression Tests and Strength Criterion of Solidified Dredged Materials

Figure 5

Relationship between deviatoric stress and axial strain at different applied confining pressures: (a) 2.5W+C100+P40, (b) 3.0W+C100+P70, (c) 3.0W+C200, and (d) 3.0W+C200+P50.

(a)

(b)

(c)

(d)