Paper Title:
Seismic Response Analysis Method of High Core Rockfill Dam
  Abstract

A dynamic constitutive model is suggested based on dynamic triaxial test data of dam materials. Combining with construction of a high core rock-fill dam, several key issues, such as dam seismic response, dam permanent deformation, filter layer anti-liquefaction, dynamic strength of the core wall are analyzed by using 3-D dynamic effective stress analysis method. And some useful conclusions and regularity are obtained in the aspects of seismic response and anti-seismic properties. The analysis method and conclusions could be referred to the analogous engineering.

  Info
Periodical
Edited by
Qi Luo
Pages
1943-1946
DOI
10.4028/www.scientific.net/AMM.55-57.1943
Citation
J. K. Zhang, L. J. Zhang, S. J. Di, "Seismic Response Analysis Method of High Core Rockfill Dam", Applied Mechanics and Materials, Vols. 55-57, pp. 1943-1946, 2011
Online since
May 2011
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