Paper Title:
The Seismic Stability Numerical Analysis of Embankment High Slope with Different Filling
  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.

  Info
Periodical
Chapter
Chapter 1: Road and Railway Engineering
Edited by
Shucai Li
Pages
49-54
DOI
10.4028/www.scientific.net/AMM.97-98.49
Citation
J. L. Wu, Y. X. Zhang, N. Peng, "The Seismic Stability Numerical Analysis of Embankment High Slope with Different Filling", Applied Mechanics and Materials, Vols. 97-98, pp. 49-54, 2011
Online since
September 2011
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Price
$32.00
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