An XFEM-Based Analysis of Concrete Face Cracking in Rockfill Dams

Figure 11

Equivalent stress cloud diagrams of concrete panel cracking. (a) UA = −0.0217 m. (b) UA = −0.0395 m. (c) UA = −0.0573 m. (d) UA = −0.0472 m.

(a)

(b)

(c)

(d)