Seismic Response Analysis Method of High Core Rockfill Dam
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.
J. K. Zhang et al., "Seismic Response Analysis Method of High Core Rockfill Dam", Applied Mechanics and Materials, Vols. 55-57, pp. 1943-1946, 2011