INFLUENCE OF K_0 AND ν ON THE INITIAL STRESS FIELD IN SLOPE STABILITY PROBLEMS USING A NEW FINITE ELEMENT ANALYSIS
INFLUENCE OF K_0 AND ν ON THE INITIAL STRESS FIELD IN SLOPE STABILITY PROBLEMS USING A NEW FINITE ELEMENT ANALYSIS
Djillali Amar Boouzid
18th African Regional Conference on Soil Mechanics and Geotechnical Engineering (ARCSMGE2024)
Slopes, embankment and retaining
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