Laboratory and Centrifuge Model Tests on Influence of Swelling Rock with Drying-Wetting Cycles on Stability of Canal Slope

Figure 3

Initial and binary images of three different samples at the ending of tests (1.8 g/cm³, 1.6 g/cm³, and 1.5 g/cm³ of cyan mudstone and 1.8 g/cm³ of yellow mudstone from top to bottom).