The use of the hollow cylinder apparatus to study stress paths relevant to railway track foundations

Anna Mamou; William Powrie; Jeffrey Priest; Chris Clayton

doi:10.1051/e3sconf/20199202013

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 02013

References

Open Access

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


Article Number		02013
Number of page(s)		4
Section		Laboratory Experimental Techniques: Element Scale
DOI		https://doi.org/10.1051/e3sconf/20199202013
Published online		25 June 2019

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[1] V. N. Georgiannou, J. B. Burland, D. W. Hight, The undrained behaviour of clayey sands in triaxial compression and extension. Géotechnique 41, 3 (1990) [Google Scholar]

[2] T. D. Pitman, P. K. Robertson, D. C. Sego, Influence of fines on the collapse of loose sands. Can. Geotech. J. 31, 5 (1994) [CrossRef] [Google Scholar]

[3] C. P. Polito, J. R. Martin, Effects of nonplastic fines on the liquefaction resistance of sands. J. Geotech. Geoenviron. 127, 5 (2001) [CrossRef] [Google Scholar]

[4] S. Thevanayagam, S. Mohan, Intergranular state variables and stress-strain behaviour of silty sands. Géotechnique 50, 1 (2000) [CrossRef] [Google Scholar]

[5] V. C. Xenaki, G. A. Athanasopoulos, Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines. Soil. Dyn. Earthq. Eng. 23, 3 (2003) [CrossRef] [Google Scholar]

[6] T. G. Murthy, D. Loukidis, J. A. H. Carraro, M. Prezzi, R. Salgado, Undrained monotonic response of clean and silty sands. Géotechnique 57, 3 (2007) [CrossRef] [Google Scholar]

[7] V. Bandini, M. R. Coop, The influence of particle breakage on the location of the critical state line of sands. Soils. Found. 51, 4 (2011) [CrossRef] [Google Scholar]

[8] A. Gasparre, S. Nishimura, N. A. Minh, M. R. Coop, R. J. Jardine, The stiffness of natural London clay. Géotechnique 57, 1 (2007) [CrossRef] [Google Scholar]

[9] K. K. Sorensen, B. A. Baudet, B. Simpson, Influence of structure on the time-dependent behaviour of a stiff sedimentary clay. Géotechnique 57, 1 (2007) [CrossRef] [Google Scholar]

[10] S. F. Brown, Soil mechanics in pavement engineering. Géotechnique 46, 3 (1996) [Google Scholar]

[11] P. J. Gräbe, C. R. I. Clayton, Effects of principal stress rotation on permanent deformation in rail track foundations. J. Geotech. Geoenviron. 135, 4 (2009) [Google Scholar]

[12] P. J. Gräbe, C. R. I. Clayton, Effects of principal stress rotation on resilient behaviour in rail track foundations. J. Geotech. Geoenviron. 140, 2 (2014) [Google Scholar]

[13] D. W. Hight, A. Gens, M. J. Symes, The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique 33, 4 (1983) [Google Scholar]

[14] F. Tatsuoka, S. Sonoda, K. Hara, S. Fukushima, T. B. S. Pradhan, Failure and deformation of sand in torsional shear. Soils. Found. 26, 4 (1986) [Google Scholar]

[15] C. R. I. Clayton, Stiffness at small strain: research and practice. Géotechnique 61, 1 (2011) [CrossRef] [Google Scholar]

[16] A. Mamou, Effects of principal stress rotation and drainage on the resilient stiffness of railway foundations. Ph.D. thesis, University of Southampton (2013) [Google Scholar]

[17] P. J. Gräbe, Resilient and permanent deformation of railway foundations under principal stress rotation Ph.D. thesis, University of Southampton (2002) [Google Scholar]

[18] W. Powrie, L. A. Yang, C. R. I. Clayton, Stress changes in the ground below ballasted railway track during train passage. Proc. Inst. Mech. Eng. Pt. F J. Rail Rapid Transit. 221, 2 (2007) [Google Scholar]

[19] A. Mamou, W. Powrie, J. A. Priest, C. Clayton, The effects of drainage on the behaviour of railway track foundation materials during cyclic loading. Géotechnique 67, 10 (2017) [Google Scholar]

[20] A. Mamou, J. A. Priest, C. R. I. Clayton, W. Powrie, Behaviour of saturated railway track foundation materials during undrained cyclic loading. Can. Geotech. J. 55, 5 (2018) [CrossRef] [Google Scholar]