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.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
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)
Shahrour, I., Rezaie, F.: An elastoplastic constitutive relation for the soil–structure interface under cyclic loading. Comput. Geotech. J. 21(1), 21–39 (1997)
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)
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)
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)
Brinkgreve, R.B.J., Vermeer, P.A.: PLAXIS: Finite element code for soil and rock analyses, version 8.2. Balkema, Rotterdam, Brookfield (2002)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Switzerland AG
About this paper
Cite this paper
Khemissa, M., Tallah, N., Barkat, D. (2019). Sand-Steel Interface Behavior Under Cyclic Loading. In: Kallel, A., et al. Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. CAJG 2018. Advances in Science, Technology & Innovation. Springer, Cham. https://doi.org/10.1007/978-3-030-01665-4_52
Download citation
DOI: https://doi.org/10.1007/978-3-030-01665-4_52
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-01664-7
Online ISBN: 978-3-030-01665-4
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)