What is the average value of acceleration that is sufficient for high dams in seismic zones?
(a) 0.1g to 0.15g
(b) 0.05g to 0.1g
(c) 0.3gs
(d) 0.15g (where g is the acceleration due to gravity)
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I need to ask this question from Gravity Dam Design in portion Gravity Dam Design and Construction of Irrigation Engineering