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- W2371362022 abstract "Stress and strain of Laojunshan clay core rockfill dam during construction and impoundment is analyzed with plain strain finite element method.A non-linear elastic E-B model proposed by Duncan and zhang is used to model the material stress-strain relationship of the clay core,the filter layer and the rock-fill dam.The courses of construction and impoundment was simulated by increasing elements step by step.Results shows that the management of construction must be strengthened to ensure the safty of the dam." @default.
- W2371362022 created "2016-06-24" @default.
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- W2371362022 date "2009-01-01" @default.
- W2371362022 modified "2023-09-28" @default.
- W2371362022 title "Stress and Strain Numerical Analysis on Clay Core Rockfill Dam with FEM" @default.
- W2371362022 hasPublicationYear "2009" @default.
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