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

Figure 5

(a) Typical cross-sectional displacement distribution during the completion period: (A) horizontal displacement along the river, mm; (B) vertical displacement, mm. (b) Typical cross-sectional displacement distribution during the operation period: (A) horizontal displacement along the river, mm; (B) vertical displacement, mm.

(a)

(b)