Mesostructure Evolution of Gravelly Soil under the Triaxial Compressive Condition by Computerized Tomography

Figure 6

Cross-sectional images of the test sample ( = 200 kPa). (a) Initial. (b)  = 1.2%. (c)  = 2.2%. (d)  = 3.2%. (e)  = 4.2%. (f)  = 5.2%. (g)  = 6.2%. (h)  = 7.2%. (i)  = 8.2%. (j)  = 9.2%. (k)  = 11.7%. (l)  = 13.1%. (m)  = 15.8%.