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Sand-Steel Interface Behavior Under Cyclic Loading

  • Mohamed KhemissaEmail author
  • Naoui Tallah
  • Djaâfar Barkat
Conference paper
Part of the Advances in Science, Technology & Innovation book series (ASTI)

Abstract

This paper is to investigate the behavior of sand-steel interfaces under cyclic loading. A series of direct shear test results performed on a dune sand in contact with a stainless steel rigid plate, as well as those of a numerical simulation carried out using the Plaxis-2D (version 8.2) software were presented and discussed. The cyclic shear experimental and numerical curves are fairly well concordant. These curves make it possible to conclude that the sand-steel interface cyclic shear modulus and the corresponding damping ratio were influenced by the sand compactness and the steel plate roughness. The results also show that the rough plate is more effective than the smooth one mainly when it is in contact with a dense sand than with loose sand.

Keywords

Sand-Steel interface Direct shear test Maximum dynamic shear modulus Maximum damping ratio 

References

  1. 1.
    Shahrour, I., Bencheikh, B.: Analysis of the soil-structure interaction under monotonic and cyclic loadings. In: Hirsch, C., Zienkiewicz, O.C., Onate, E. (eds.) First European Conference on Numerical Methods in Engineering, pp. 269–275. Brussels (1992)Google Scholar
  2. 2.
    Shahrour, I., Rezaie, F.: An elastoplastic constitutive relation for the soil–structure interface under cyclic loading. Comput. Geotech. J. 21(1), 21–39 (1997)CrossRefGoogle Scholar
  3. 3.
    Boulon, M., Ghionna, V.N., Mortara, G.: A strain-hardening elastoplastic model for sand–structure interface under monotonic and cyclic loading. Math. Comput. Model. 37, 623–630 (2003)CrossRefGoogle Scholar
  4. 4.
    Khemissa, M., Safer, S., Aidjouli, S.: Roughness’s shapes comparative analysis of some reinforced earth elements under monotonous loading. Alexandria Eng. J. 54, 577–582 (2015)CrossRefGoogle Scholar
  5. 5.
    Khemissa, M., Tallah, N., Bencheikh, B.: Experimental and numerical modeling of the sand–steel interface behavior under monotonic loading. Innov. Infrastruct. Solutions 3, 25 (2018)CrossRefGoogle Scholar
  6. 6.
    Brinkgreve, R.B.J., Vermeer, P.A.: PLAXIS: Finite element code for soil and rock analyses, version 8.2. Balkema, Rotterdam, Brookfield (2002)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Mohamed Khemissa
    • 1
    Email author
  • Naoui Tallah
    • 1
  • Djaâfar Barkat
    • 1
  1. 1.Geomaterials Development LaboratoryUniversity of M’silaM’silaAlgeria

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