Analysis on Influence of Earthquake Motion to Loess Slope Stability
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.
Chaohe Chen, Yong Huang and Guangfan Li
J. Y. Guo et al., "Analysis on Influence of Earthquake Motion to Loess Slope Stability", Advanced Materials Research, Vols. 243-249, pp. 5157-5160, 2011