ScholarLens Back to search
2004•Rock and Soil MechanicsRequires access

Study on earthquake-induced permanent deformation and dynamic stability of high core rockfill dam

Ning Chen

Open publisher page 0 citations

Abstract

Based on 3-D nonlinear dynamic FEM, taking a high core rockfill dam as study object, earthquake-induced permanent deformation and dynamic stability evaluation methods are proposed. Using the proposed methods, seismic response of the high core rockfill dam, especially the earthquake-induced permanent deformation, the dam body element anti-seismic safety, dynamic stability of dam slope are studied. The results and conclusions are valuable for engineering construction.

About this research paper

What this paper is about

Based on 3-D nonlinear dynamic FEM, taking a high core rockfill dam as study object, earthquake-induced permanent deformation and dynamic stability evaluation methods are proposed. Using the proposed methods, seismic response of the high core rockfill dam, especially the earthquake-induced permanent deformation, the dam body element anti-seismic safety, dynamic stability of dam slope are studied. The results and conclusions are valuable for engineering construction.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Based on 3-D nonlinear dynamic FEM, taking a high core rockfill dam as study object, earthquake-induced permanent deformation and dynamic stability evaluation methods are proposed. Using the proposed methods, seismic response of the high core rockfill dam, especially the earthquake-induced permanent deformation, the dam body element anti-seismic safety, dynamic stability of dam slope are studied. The results and conclusions are valuable for engineering construction.

Key concepts: Deformation (meteorology), Geotechnical engineering, Geology, Finite element method, Stability (learning theory), Core (optical fiber), Seismic loading, Structural engineering

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
Study on earthquake-induced permanent deformation and dynamic stability of high core rockfill dam — Research Paper | ScholarLens