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Evolution of Packing Structure in Cyclic Mobility and Post-liquefaction of Granular Soils

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Bifurcation and Degradation of Geomaterials in the New Millennium (IWBDG 2014)

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Abstract

Micromechanical change in packing structures can provide significant insights to better understand the cyclic mobility and post-liquefaction behaviors of granular soils. In this study, Discrete Element Method (DEM) is used to investigate the evolution of the packing structure under undrained cyclic loading. The coordination number is used to indicate the formation and destruction of a load-carrying structure in the post-liquefaction stage. A new index, termed as centroid distance, is proposed to quantify the effect of void and particle redistribution during cyclic loading. The new index is found to have a strong correlation with the mobilized maximum cyclic strain in post-liquefaction deformation.

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References

  • Castro G (1975) Liquefaction and cyclic mobility of saturated sands. J Geotech Eng Div ASCE 101(GT6):551–569

    Google Scholar 

  • Ng TT, Dobry N (1994) Numerical simulations of monotonic and cyclic loading of granular soil. Int J Geotech Eng 120(2):388–403

    Article  Google Scholar 

  • Seed HB, Lee KL (1966) Liquefaction of saturated sands during cyclic loading. J Soil Mech Found Eng ASCE 92:105–134

    Google Scholar 

  • Sitharam TG, Vinod JS, Ravishankar BV (2009) Post-liquefaction undrained monotonic behavior of sands: experiments and DEM simulations. Géotechnique 59(9):739–749

    Article  Google Scholar 

  • Thornton C (2000) Numerical simulations of deviatoric shear deformation of granular media. Géotechnique 50(1):43–53

    Article  Google Scholar 

  • Youd TL (1977) Packing changes and liquefaction susceptibility. J Geotech Eng Div ASCE 103(8):918–922

    Google Scholar 

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Acknowledgments

The study was financially supported by Research Project Competition (UGC/HKUST) grant No. RPC11EG27 and DAG11EG03G.

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Correspondence to Gang Wang .

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Wei, J., Wang, G. (2015). Evolution of Packing Structure in Cyclic Mobility and Post-liquefaction of Granular Soils. In: Chau, KT., Zhao, J. (eds) Bifurcation and Degradation of Geomaterials in the New Millennium. IWBDG 2014. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-13506-9_38

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  • DOI: https://doi.org/10.1007/978-3-319-13506-9_38

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-13505-2

  • Online ISBN: 978-3-319-13506-9

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