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Ninghuan Zhai

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Articles

Dynamic Responses of Concrete-Face Rockfill Dam to Different Site Conditions under Near-Fault Earthquake Excitation

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By Mengdie Zhao, Chao Zhang, Xu Li, Ninghuan Zhai
| MDPI
3. Analysis of Simulation Results Based on ABAQUS Firstly, this paper employs eight-node linear hexahedral reduced-integration elements (C3D8) as the element type for modeling the cover layer, dam body, and panels. Secondly, the Duncan–Zhang E-B constitutive model is selected for the deep cover layer of the concrete-face rockfill dam as part of the static finite element analysis method, while a non-linear elastic constitutive model is chosen for the analysis.
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