Advances in Civil Engineering / 2018 / Article / Fig 5

Research Article

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)

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