Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)

Table 3

Characteristic values of SattarKhan Dam materials.

Type of the material				C (KPa)
Core	CD	2030	1 × 10^7	45	37	0	0.3
	CU	2030	1 × 10^7	65	33	0	0.3
	UU	2030	1 × 10^7	80	10	0	0.3
Shell		2100	1 × 10^8	0	40	10	0.3
Drainage and filter		1560	2.5 × 10^7	0	36	0	0.3
Top and bottom layers		2200	1 × 10^10	750	50	8	0.3