Experimental Research on Creep Characteristics of Nansha Soft Soil

Figure 8

(a) 𝜀₁̇~𝑡 curve of drained creep test (𝑝=200 kPa). (b) 𝜀₁̇~𝑡 curve of undrained creep test (𝑝=200 kPa). (c) 𝜀₁̇~𝑡 curve of undrained creep test (𝑝=200 kPa).

(a)

(b)

(c)