Research Article

Numerical Simulation on Slabs Dislocation of Zipingpu Concrete Faced Rockfill Dam during the Wenchuan Earthquake Based on a Generalized Plasticity Model

Figure 1

Dislocations of face slabs along construction joints between second and third stages.
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(a) Dislocations of face slabs from left bank
572407.fig.001b
(b) Dislocations after cleaning up the damaged concrete