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Published in 2018 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2017.09.013
Abstract: Abstract This paper presents a theoretical investigation into the behaviour of the modified Cam-clay model on the ‘dry’ side and shows that: (a) for arbitrary strain-controlled loadings, local uniqueness is violated when the stress ratio…
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Keywords:
clay model;
cam clay;
dry side;
modified cam ... See more keywords