Slope Stability Assessment Using a New Finite-Element Analysis with Emphasis on K 0 and ν Mutual Influence on the Initial Stress Field
Author:
Affiliation:
1. Professor, Laboratory of Numerical and Experimental Investigations in Geotechnical Engineering, Dept. of Civil Engineering, Faculty of Technology, Univ. of Blida 1, Blida 09000, Algeria. ORCID: (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9732
Reference44 articles.
1. The Empirical Evaluation of the Coefficient K0 and K0
2. Finite element analysis of a slope stability by incrementally increasing the mobilized principal stress deviator;Amar Bouzid D.;Geomech. Geoeng.,2021
3. Finite element analysis of slope stability by expanding the mobilized principal stress Mohr's circles – Development, encoding and validation
4. The use of the Slip Circle in the Stability Analysis of Slopes
5. Bolton, M. D. 1991. Geotechnical stress analysis for bridge abutment design. Report 270. Crowthorne, UK: Transport and Road Research Laboratory.
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