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Published in 2020 at "Geotextiles and Geomembranes"
DOI: 10.1016/j.geotexmem.2019.12.006
Abstract: Abstract This study focuses on the stability of stone column-supported and geosynthetic-reinforced embankments on soft soil. An upper-bound limit state plasticity failure discretization scheme (known as discontinuity layout optimization (DLO)), which determines the embankment stability…
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Keywords:
supported geosynthetic;
stone column;
stability;
stone ... See more keywords