Finite Element Analysis of Stress Deformation of Earth-Rock Dam on Narrow Valley

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The three-dimentional finite element analysis is adopted to simulate and cauculate the stresses and deformations of a certain core rockfill dam on narrow velley, with Duncan-Chang E-ν model during its completion and operation periods by incremental loading. The results show that the stresses and deformations of core rockfill dam on narrow velley are allowble and the design proposal is reasonable, which provides the theoretical basis for similar engineering.

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1852-1855

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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