Model Experimental Study on Stress Transfer and Redistribution in a Clay Landslide under Surcharge Load

Figure 12

Typical horizontal stress contours during loading process (unit of isoline label: kPa). Loading to (a) 5 kN, (b) 20 kN, (c) 60 kN, and (d) 120 kN.

(a)

(b)

(c)

(d)