Journal of Zhejiang University-SCIENCE A

, Volume 11, Issue 8, pp 555–562

Numerical evaluation of sample size effect on the stress-strain behavior of geotextile-reinforced sand

Authors

    • Department of Civil EngineeringUniversity of Mazandaran
  • S. H. Mirmoradi
    • Department of Civil EngineeringUniversity of Mazandaran
  • A. Barari
    • Department of Civil EngineeringAalborg University
  • M. Omidvar
    • Engineering FacultyGolestan University
Article

DOI: 10.1631/jzus.A0900535

Cite this article as:
Hosseinpour, I., Mirmoradi, S.H., Barari, A. et al. J. Zhejiang Univ. Sci. A (2010) 11: 555. doi:10.1631/jzus.A0900535
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Abstract

This paper studies the effect of sample size on the stress-strain behavior and strength characteristics of geotextile reinforced sand using the finite element numerical analysis. The effect of sample size was investigated by studying the effects of varying the number of geotextile layers, the confining pressure and the type of geotextile. Modeling was performed on samples with five different diameters: 38, 100, 200, 500 and 600 mm. The elastic-plastic Mohr-Coulomb model was used to simulate sand behavior. Results showed that small-sized samples show higher values of peak strength and higher axial strain at failure in comparison with large-sized samples. The size effect on the behavior of samples became further apparent when the number of geotextile layers was increased or the confining pressure was decreased. In addition, the results indicated that the magnitude of the size effect on the mechanical behavior of reinforced sand decreases with an increase in the sample size.

Key words

Reinforced sandGeotextilePeak strengthMohr-CoulombSize effect

CLC number

TU4
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© Zhejiang University and Springer-Verlag Berlin Heidelberg 2010