Experimental Study on the Evolution Mechanism of Landslide with Retaining Wall Locked Segment

Table 1

Model tests soil mass grain content percentage.

Grain size (mm)	<0.075	0.075–0.1	0.1–0.25	0.25–0.5	0.5–1	1–2	2–5
Percentage (%)	0.41	0.49	19.23	78.10	0.93	0.28	0.56