Citation

Wu JL, Zhang YX, Peng N. Appl. Mech. Mater. 2011; 97-98: 49-54.

Copyright

(Copyright © 2011, Trans Tech Publications)

DOI

10.4028/www.scientific.net/AMM.97-98.49

PMID

unavailable

Abstract

In recent years, frequent earthquakes had happenned everywhere in the world.Through establishing soil dynamic constitutive model and boundary conditions, implement finite element numerical analysis of embankment high slope of different filling, using large geotechnical software GEO-SLOPE, inputting El Centro wave, Taft wave and artificially wave according to requirements specification fitting respectively in this article.

RESULTS show that different degree earthquake will reduce the stability safety coefficient of embankment slope, the properties of embankment high slope of different filling is worse,the range of reduction is larger.