A new approach for investigating the permanent deformation behaviour of unbound granular material using the repeated loading triaxial apparatus

By G. Gidel, P. Hornych, J. Chauvin, Denys Breysse, A. Denis. 2001

144 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/499da683b117b09dfc338bc935dd8c88e4c231cf

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1. A. Tang
2. Yu-Jun Cui
3. J. Dupla
4. J. Canou
5. N. Calon
6. A. Robinet
7. Viet-Nam Trinh
8. Lucie Lambert

Citations in the corpus

• Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial tests (2012, methodology): “Generally, after a large number of loading cycles, the resilient behaviour stabilizes, but the permanent strain increases (Kalcheff and Hicks, 1973; Brown, 1974; Li and Selig, 1994; Selig and Water, 1994; Gidel et al., 2001; Malla and Joshi, 2008; Ekblad, 2008).”