The Seismic Stability Numerical Analysis of Embankment High Slope with Different Filling

Jin Liang Wu; Yong Xing Zhang; Nian Peng

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

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Contrast Study on Prediction Models of the Post-Construction Settlement of Embankment in Saline Soil Area
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Dynamic Response in ALF Aggregate Base Asphalt Pavement
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Two-Parameter Weibull Distribution Theory Testing Analysis in Fatigue Life of Asphalt Mixture
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The Seismic Stability Numerical Analysis of Embankment High Slope with Different Filling
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Research on Load Transfer of Continuously Reinforced Concrete Pavement with Hollow Foundation
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The Analysis and Solvement of some Geotechnical Topics in Post-Disaster Reconstruction Highway
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 97-98The Seismic Stability Numerical Analysis of...

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.

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Periodical:

Applied Mechanics and Materials (Volumes 97-98)

Pages:

49-54

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.97-98.49

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Online since:

September 2011

Authors:

Jin Liang Wu, Yong Xing Zhang, Nian Peng

Keywords:

Earthquake, Embankment High Slope, Filling, Numerical Analysis, Stability Safety Coefficient

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