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Volume 35 Issue 4
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FANG Huo-lang, GAO Yuan, YIN Ge, YAMAGUCHI Yoshikazu, SATOH Hiroyuki. Earthquake-induced permanent deformation of rockfill dams based on cumulative damage theory[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 627-634.
Citation: FANG Huo-lang, GAO Yuan, YIN Ge, YAMAGUCHI Yoshikazu, SATOH Hiroyuki. Earthquake-induced permanent deformation of rockfill dams based on cumulative damage theory[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 627-634.
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Earthquake-induced permanent deformation of rockfill dams based on cumulative damage theory

  • 1. Institute of Disaster Prevention Engineering, Zhejiang University, Hangzhou 310058, China; 2. Public Works Research Institute, Ibaraki-ken 305-851, Japan

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  • Received Date: June 19, 2012
  • Published Date: April 17, 2013
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    • Abstract
  • Based on the Tatsuoka's cumulative damage theory of soil strains under irregular loadings, a numerical analysis method for the earthquake-induced permanent deformation of rockfill dams is proposed. The mechanical experiments of the rockfill materials are carried out by use of the large static and dynamic triaxial apparatus, and the material parameters related to the stress-strain relationship and cumulative strain model are determined. By use of the proposed method, the earthquake-induced permanent deformation characteristics of the rockfill dam under construction and after completion are studied respectively for the Iwate-Miyagi Nairiku earthquake of M7.2 on 14 June 2008 in Japan. The results show that the earthquake-induced settlement computed by the proposed method is basically consistent with the measured one under the construction of the dam. Moreover, the predicted value of the earthquake-induced settlement at the crest after the completion of the dam is within the reasonable range by comparison of the measured data of the other similar dams.
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    • References (16)
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