Static and Cyclic Triaxial Testing of Ballast and Subballast

By A. S. Suiker, E. Selig, R. Frenkel. 2005

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Discrete Element Method Analysis of Railtrack Ballast Degradation during Cyclic Loading (2006, result): “This stress value is low compared to the values that produce crushing in typical ballast materials as presented by Suiker et al. [ 26 ].”
Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading (2006, unknown): “[19] reported a dilative behaviour (during the first approx.”
Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast (2014, methodology): “Suiker et al. (2005) and Lackenby et al. (2007) used the cyclic stress ratio qmax,cyc /qpeak,sta to characterise the behaviour of ballast under cyclic loading.”
Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial tests (2012, background): “, 2007; William and Peter, 2008), while a few works have been carried out on sub-ballast (Suiker et al., 2005).”
Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation (2014, background): “The behaviour of fresh and fouled ballast has been investigated in the past (e.g. Indraratna and Salim 2002; Suiker et al. 2005; Anderson and Fair 2008; Aursudkij et al. 2009; Huang et al. 2009a; Indraratna et al. 2009; Indraratna et al. 2010a; Tutumluer et al. 2007; Tutumluer et al. 2008).”