Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-01811-w.pdf
Reference60 articles.
1. Alexeev AD, Revva VN, Bachurin LL, Prokhorov IY (2008) The effect of stress state factor on fracture of sandstones under true triaxial loading. Int J Fract. https://doi.org/10.1007/s10704-008-9214-6
2. Aydin A, Johnson AM (1978) Development of faults as zones of deformation bands and as slip surfaces in sandstone. Pure Appl Geophys 116(4–5):931–942 (Publisher: Springer)
3. Bésuelle P (2021) Caractérisation du comportement anisotrope de l’argilite du Callovo-Oxfordien. Technical report, ANDRA, Grenoble
4. Bésuelle P (2001) Compacting and dilating shear bands in porous rock: theoretical and experimental conditions. J Geophys Res: Solid Earth 106(B7):13435–13442. https://doi.org/10.1029/2001JB900011
5. Bésuelle P, Rudnicki JW (2004) Localization: shear bands and compaction bands. In: Guéguen Y, Boutéca M (eds) Mechanics of fluid-saturated rocks, vol 89. International geophysics series. Elsevier academic press, Burlington, pp 219–321. https://doi.org/10.1016/S0074-6142(03)80021-9
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