Seismic bearing capacity of non-uniform soil slopes using discretization-based kinematic analysis considering Rayleigh waves
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference22 articles.
1. Limit analysis and soil plasticity;Chen,1975
2. Slope stability analysis: a kinematical approach;Michalowski;Géotechnique,1995
3. Stability charts for 3D failures of steep slopes subjected to seismic excitation;Michalowski;J Geotech Geoenviron Eng,2011
4. Geotechnical stability analysis;Sloan;Géotechnique,2013
5. Kinematic stability of a two-Stage slope in layered soils;Qin;Int J Geomech,2017
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