Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation

Geoenvironmental Disasters

Table 2 Outline of all experiments under different testing conditions

Exp. No	Sample type	Inflow rate (m³/s)	Dam height (m)	Reservoir size	Dry density (kg/m³)	Initial moisture content (%)
Exp1	S568	1.1*10⁻⁵	0.2		1294	2.7
Exp2		1.67*10^− 5	0.2		1251	2.7
Exp3			0.25	R1	1269	2.8
Exp4			0.25	R2	1223	3.2
Exp5	S4568	1.1*10⁻⁵	0.2		1334	2.7
Exp6		1.67*10⁻⁵	0.2		1301	2.9
Exp7			0.25	R1	1234	2.8
Exp8			0.25	R2	1241	2.7
Exp9	S456	1.1*10⁻⁵	0.2
Exp10		1.67*10^− 5	0.2		1302	2.5
Exp11			0.25	R1	1275	2.8
Exp12			0.25	R2	1202	3.0