Figure 3
Comparison of liquefaction resistance curves for untreated (CS = 0%) and treated sand (CS = 14·5%) with Dr = 40%, on the basis of cyclic simple shear tests (data from Diaz-Rodriguez et al. (2008)) Refer to the image caption for details.

Comparison of liquefaction resistance curves for untreated (CS = 0%) and treated sand (CS = 14·5%) with Dr = 40%, on the basis of cyclic simple shear tests (data from Diaz-Rodriguez et al. (2008))

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