Influence of intermediate principal stress and rolling resistance on the shearing response of sand: a micromechanical investigation
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40571-024-00782-3.pdf
Reference82 articles.
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3. Wang Q, Lade PV (2001) Shear banding in true triaxial tests and its effect on failure in sand. J Eng Mech 127:754–761. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:8(754)
4. Rodriguez NM, Lade PV (2013) True triaxial tests on cross-anisotropic deposits of fine Nevada sand. Int J Geomech 13:779–793. https://doi.org/10.1061/(asce)gm.1943-5622.0000282
5. Miura K, Miura S, Toki S (1986) Deformation behavior of anisotropic dense sand under principal stress axes rotation. Soils Found 26:36–52. https://doi.org/10.3208/sandf1972.26.36
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