Skip to main content
Geoenvironmental Disasters
Fig. 3 | Geoenvironmental Disasters

Fig. 3

From: Failure mechanism, existing constitutive models and numerical modeling of landslides in sensitive clay: a review

Fig. 3

a Analytically interpreted stress–strain curves based on the data of the remolding index vs. normalized strain energy curves by Tavenas et al. (1983) (after Quinn et al. 2011) b Experimental DSS test results showing strain-softening behavior of sensitive clays for different locations in Canada; the legends show the depth of the sample along with the location name ( after Durand 2016; Locat 2007; Locat et al. 2017, 2015, 2013)

Back to article page