Paper Title:
Analysis on Influence of Earthquake Motion to Loess Slope Stability
  Abstract

Selected the typical loess landslide to analyze and calculate, adoption of elastic-plastic dynamic FEM and Drucker-Prager yield criterion, using Earthquake motion time-histories as the seismic input will be based on the fitting of , class standard response spectrum curve in the current seismic resistance design code. From the analysis of loess slope deformation and breach at different peak acceleration, spectral and duration, it shows the dynamic response and change rule of soil under earthquake effect.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
5157-5160
DOI
10.4028/www.scientific.net/AMR.243-249.5157
Citation
J. Y. Guo, R. J. Li, X. Z. Zhang, "Analysis on Influence of Earthquake Motion to Loess Slope Stability", Advanced Materials Research, Vols. 243-249, pp. 5157-5160, 2011
Online since
May 2011
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Price
$32.00
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