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- W2384283530 abstract "Various kinds of artificial boundaries are investigated in the paper. For the bottom and lateral boundaries of the foundation, the viscous and superpositional bundaries are imposed respectively so that the effects of wave reflection on the conventional rigid boundaries can be eliminated. The results thus developed in dynamic analysis of embankment dams are more reliable." @default.
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- W2384283530 date "2000-01-01" @default.
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- W2384283530 title "Application of Artificial Boundary Method to Dynamic Analysis of Embankment Dams" @default.
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