The results from field tests on Pine Flat Dam near Fresno, California, are described. The results are then used in the formulation of a three‐dimensional mathematical model of the dam and a two‐dimensional mathematical model of one of the taller monoliths. The significance of these mathematical models in relationship to the behaviour of concrete gravity dams during earthquakes is also discussed.
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Rea et al. (1974) studied this question.
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