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PULVINO and Peripheral Joint Effects on Static and Seismic Safety of Concrete Arch Dams

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Figure

Table 1. Some of most important arch dams built in the world after 1960 with the peripheral joint and Pulvino technique.
Figure 2. Details of 3D contact elements: (a) Flowchart for calculating force in joints; (b) schematic of contact element; and (c) force-de
ection relations for joint opening/sliding.
Figure 3. (a) Typical and simplied uniaxial compressive and tensile stress-strain curve for mass concrete
Figure 4. Finite element model of (a) foundation rock, (b) dam, and (c) reservoir. (d) Downstream view of Dez Dam and location of joints
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