Directionally dependent strength and dilatancy behavior of soil–structure interfaces

Hans Henning Stutz, Alejandro Martinez

Research output: Contribution to journal/Conference contribution in journal/Contribution to newspaperJournal articleResearchpeer-review

Abstract

Soil–structure interfaces typically exhibit a shear behavior that is independent of the direction of relative displacement due to symmetry in the solid material's surface profile. This experimental study investigates the interface shear behavior of surfaces with asymmetric profiles inspired by the scales of snake skin. The results of shear box interface tests on two sandy soils indicate that the peak and residual interface shear strengths and dilatancy are greater when the soil is displaced against the sharp edges of the asperities (cranial direction) than when the soil is displaced along the asperities (caudal direction). The experimental results indicate that the effect of asperity geometry on the interface shear response can be captured with the ratio of asperity length to asperity height (L/H). Analysis of the stress–dilatancy behavior indicates that interfaces with a relatively short asperity length follow a classical flow rule developed for soils. However, the relationship between the mobilized stress ratio and the dilatancy rate is shown to be a function of the shearing direction and asperity geometry. Implementation of snake skin-inspired profiles on the surface of geotechnical structures may provide benefits in performance and efficiency during installation and service life.
Original languageEnglish
JournalActa Geotechnica
Volume16
Issue9
Pages (from-to)2805-2820
Number of pages16
ISSN1861-1125
DOIs
Publication statusPublished - Sept 2021

Keywords

  • Soil–structure interfaces
  • sand
  • roughness
  • surface anisotropy
  • deformation behavior
  • Surface anisotropy
  • Sand
  • Deformation behavior
  • Roughness
  • FRICTION
  • Soil&#8211
  • TESTS
  • SHEAR-STRENGTH
  • ANISOTROPY
  • structure interfaces
  • SKIN
  • SANDS

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