Mechanical properties of cemented tailings backfill under true triaxial loading condition
Author:
Funder
Young Scientists Fund
Natural Science Foundation of Hebei Province
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10476-w.pdf
Reference32 articles.
1. Alexeev A, Revva V, Bachurin L, Prokhorov I (2008) The effect of stress state factor on fracture of sandstones under true triaxial loading. Int J Fract 149(1):1–10. https://doi.org/10.1007/s10704-008-9214-6
2. Bresler B, Pister K (1958) Strength of concrete under combined stresses. J Proc 55(9):321–345. https://doi.org/10.14359/11358
3. Chi Y, Xu L, Mei G, Hu N, Su J (2014a) A unified failure envelope for hybrid fibre reinforced concrete subjected to true triaxial compression. Compos Struct 109:31–40. https://doi.org/10.1016/j.compstruct.2013.10.054
4. Chi Y, Xu L, Yu H (2014b) Plasticity model for hybrid fiber-reinforced concrete under true triaxial compression. J Eng Mech 140(2):393–405. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000659
5. Cook NGW (1970) An experiment proving that dilatancy is a pervasive volumetric property of brittle rock loaded to failure[J]. Rock Mechanics Felsmechanik Mécanique Des Roches 2(4):181–188. https://doi.org/10.1007/BF01245573
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