Progressive Failure Analysis of Soil Slope with Strain Softening Behavior Based on Peridynamics
Author:
Affiliation:
1. College of Energy Engineering, Xi’an University of Science and Technology, Xi’an 710054, China
2. Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China
Abstract
Publisher
Hindawi Limited
Subject
Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/ace/2023/6816673.pdf
Reference32 articles.
1. ChengX.Localization in Dutch Dune Sand and Organic clay: New Insight into Localization Mechanisms2004Delft NetherlandsDelft University Pressdoctoral thesis
2. Progressive failure behavior of pile-reinforced clay slopes under surface load conditions
3. Numerical methods for bifurcation analysis in geomechanics
4. Analysis methods for stability and bearing capacity of soils;M. Huang;Chinese Journal of Geotechnical Engineering,2016
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1. Regularization effect of peridynamic horizon on strain localization and soil slope instability analysis;Engineering Analysis with Boundary Elements;2024-08
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