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Published in 2020 at "Geotechnical and Geological Engineering"
DOI: 10.1007/s10706-020-01459-3
Abstract: The random finite element method is used to investigate the effect of including a lower-bound shear strength on the reliability of undrained slopes. The lower bound is represented by the remolded undrained shear strength, which…
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Keywords:
strength;
clayey slopes;
bound;
bound shear ... See more keywords