Experimental Centrifuge Study of the Effects of Valley Topography on the Behavior of a Concrete Face Rockfill Dam

Table 3

Experimental parameters of “V”-type and “U”-type experimental models of a concrete face rockfill dam used in the present study.

Case	Target value	Dam height model (mm)	Dam height prototype (m	Valley topography type	Impoundment
1	120	502	60.24	“U”-type	No
2	120	502	60.24	“U”-type	Yes
3	120	502	60.24	“V”-type	No
4	120	502	60.24	“V”-type	Yes