Displacement-Based Back-Analysis of the Model Parameters of the Nuozhadu High Earth-Rockfill Dam

Table 5

Comparison of displacement values (mm).

Observation point	Observed	Calculated
		Back	Test
DB-C-V-04	217.0	222.2	192.8
DB-C-VW-03	390.0	393.2	335.2
DB-C-H-05	198.9	203.4	168.6
DB-C-SR-31	664.2	698.6	830.2