Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
권호 표지

The Stability Evaluation for Pseudo-Static Analysis of Composite Dam

복합댐의 등가정적해석에 의한 안정성 평가

  • 오병현 (한국수자원공사 수자원연구소 댐안전연구팀) ;
  • 임정열 (한국수자원공사 수자원연구소 댐안전연구팀) ;
  • 이종욱 (한국수자원공사 수자원연구소 댐안전연구팀)
  • Published : 2002.09.01
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Abstract

It was performed that the stability evaluation using pseudo-static method and modified pseudo-static method for rockfill and rockfill-concrete section of composite dam. As a results of pseudo-static and modified pseudo-static analysis using seismic coefficient 0.154g, the maximum displacement at dam crest was occurred about 14~18cm on rockfill section and about 5~9cm on rockfill-concrete section, respectively. Also, that the factor of safety of down slope was more than 1.0~1.5. the rockfill and rockfill-concrete section of composite dam did not show any stability problems for 0.154g. Further research is still necessary in seismic safety of composite dam.

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