DYNAMIC CENTRIFUGE MODEL TESTS ON SEISMIC RESPONSE CHARACTERISTICS OF EMBANKMENTS ON TILTED BEDROCK

• HATA Yoshiya

• ICHII Koji

• LI Liming

• TSUCHIDA Takashi

• KANO Seiji

Bibliographic Information

Other Title

• 傾斜基盤を有する盛土の地震応答特性に関する動的遠心模型実験

Abstract

The embankement on tilted bedrock often suffers seismic damage in the previous strong earthquake; however, there is few previous study on the seismic response characteristics of the embankments on such a tilted bedrock. Based on shaking table test results in a centrifuge, the effect of the gradient of tilted bedrock on the seismic response were examined in this study. <BR>The test results were compared with the estimation by the Newmark method for embankement on tilted bedrock. It revealed that the cross-spring model can contribute to Newmark method by the estimation of dynamic response of embankment.

Journal

• Proceedings of the JSCE Earthquake Engineering Symposium

  Proceedings of the JSCE Earthquake Engineering Symposium 29 (0), 295-304, 2007

  Japan Society of Civil Engineers

Details

• CRID: 1390282680362454656
• NII Article ID: 130004294884
• DOI: 10.11532/proee2005a.29.295
• ISSN: 1884846X
• Data Source:
  • JaLC
  • CiNii Articles
• Abstract License Flag: Disallowed