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Characterization of Dunkirk marine sand – rough structure interface shear behavior using laboratory direct shear test
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DOI：10.1016/j.soildyn.2026.110457.png)
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Abstract
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• Cyclic interface shear behavior on Dunkirk marine sand – rough structure with a large number of cycles in terms of shear stress under constant normal load (CNL) and constant normal stiffness (CNS) conditions was investigated. • The values of imposed normal stiffness were considered based on the in-situ pile tests. • The low normal stiffness provided a small negative drop in normal stress acting on the interface.
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