Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
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Compare Seismic Coefficient Method and Seismic Response Analysis for Slope during Earthquake

지진시 사면안정해석에 있어서의 진도법과 지진응답해석의 결과 비교

  • 박성진 ((재)한국건설시험 연구소) ;
  • 오병현 (한국수자원공사 수자원연구소) ;
  • 박춘식 (창원대학교 토목공학과) ;
  • 황성춘 (경주대학교 토목공학과)
  • Published : 2000.11.01
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Abstract

Numerical analysis of slope stability is presented using slice method, static seismic analysis methods, and earthquake response analysis methods. Static seismic force is considered as 0.2g while vertical static seismic force is not considered in analysis. For earthquake response analysis, Hachinohe-wave is applied. Safety factor calculated using slice method for failure surface. Calculating methods are Bishop's method and Janhu's method. Static seismic analysis was applied using Mhor-Coulomb model and earthquake response analysis was applied using non-linear elastic model.

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