Physical Modelling of Rainfall-Induced Sandy and Clay-Like Slope Failures

Figure 7

Matric suction in Test 2 (orange) and Test 3 (green) in (a) upper (H), (b) middle (M), and (c) lower (L) part of the slope at 6, 12, 18, and 24 cm depth from the slope surface.

(a)

(b)

(c)