Sensitivity Study of the Computational Parameters for the Deformation of Homogeneous Earth Dams

Table 2

Summary of the calculation and analysis results.

Items		Completion period	Operation period
Displacement of the rock pile (mm)	Horizontal displacement	Upstream	−980.56	−398.38
		Downstream	1105.48	1226.06
	Vertical displacement	Downward	−2003.50	−2113.00