Influence of stress anisotropy on stress distributions in gap-graded soils

Marion Artigaut; Adnan Sufian; Xiaoxiao Ding; Tom Shire; Catherine O'Sullivan

doi:10.1051/e3sconf/20199214007

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 14007

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		14007
Number of page(s)		6
Section		Discrete Element Modelling
DOI		https://doi.org/10.1051/e3sconf/20199214007
Published online		25 June 2019

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[1] A.W. Skempton, J.M. Brogan, Experiments on piping in sandy gravels. Géotechnique 44:565-567, (1994). [Google Scholar]

[2] T. Shire, C. O’ Sullivan, K.J. Hanley, R.J. Fannin, Fabric and Effective Stress Distribution in Internally Unstable Soils. J Geotech Geoenvironmental Eng 140:1-11, (2014). [CrossRef] [Google Scholar]

[3] L. Zuo, B.A. Baudet, Determination of the transitional fines content of sand-non plastic fines mixtures. Soils Found 55:213-219, (2015). [CrossRef] [Google Scholar]

[4] K. Kawano, T. Shire, C. O’Sullivan, Coupled particle-fluid simulations of the initiation of suffusion. Soils Found 58:972-985, (2018). [CrossRef] [Google Scholar]

[5] C. Thornton, Numerical simulations of deviatoric shear deformation of granular media. Géotechnique 50:43-53, (2000). [CrossRef] [Google Scholar]

[6] S. Plimpton, Fast Parallel Algorithms for Short-Range Molecular Dynamics. J Comput Phys 117:1-19. DOI: 10.1006/jcph.1995.1039, (1995) [Google Scholar]

[7] X. Huang, C. O’Sullivan, K.J. Hanley, F.C.Y. Kwok, Discrete-element method analysis of the state parameter. Géotechnique 64:954-965, (2014). [CrossRef] [Google Scholar]

[8] D. Barreto Gonzalez, Numerical and expeirmental investigation into the behaviour of granular materials under generalised stress states. University of London, (2009) [Google Scholar]

[9] D.O. Potyondy, Simulating stress corrosion with a bonded-particle model for rock. Int J Rock Mech Min Sci 44:677-691, (2007). [CrossRef] [Google Scholar]

[10] S. Thevanayagam, T. Shenthan, S. Mohan, J. Liang, Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts. J Geotech Geoenvironmental Eng 128:849-859, (2002). [CrossRef] [Google Scholar]