Estimation of Seismically-Induced Crest Settlement of Earth Core Rockfill Dams

The settlement at the dam crest induced by earthquake loading is an important design parameter widely used to evaluate the seismic performance of dams. Two-dimensional nonlinear dynamic analyses were performed to calculate the dam crest settlement of earth core rockfill dams (ECRDs). The numerical m...

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Main Authors: Ki-Chun Park, Van-Quang Nguyen, Jung-Hyun Kim, Duhee Park, Byoung-Han Choi
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2019-10-01
Colecção:Applied Sciences
Assuntos:
dynamic analysis
ecrd
crest settlement
ground motion parameter
predictive equation
Acesso em linha:https://www.mdpi.com/2076-3417/9/20/4343
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