Type of Structure | Concrete Gravity Dam |
Seismic Zone | V, As per IS 1893 Part I, Z = 0.36 |
Importance Factor | For all dams = 1 |
Rock and Hard Soil Site Factor | Hard soil = 1 |
Damping Ratio | 0.05 |
Height of the Dam | 90 m |
Length of Dam | Unit length of dam is considered |
Base Width of Dam | 70 m |
Specific Weight of Concrete | 25 kN/m3 |
Poisson Ratio of Concrete | 0.17 |
Modulus of Elasticity of Concrete | 21.718 N/mm2 |