An Anisotropic Failure Criterion for Cross-anisotropic Soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2253-8.pdf
Reference47 articles.
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2. Dafalias YF, Papadimitriou AG, Li XS (2004) Sand plasticity model accounting for inherent fabric anisotropy. Journal of Engineering Mechanics 130(11):1319–1333, DOI: https://doi.org/10.1061/(ASCE)0733-9399(2004)130:11(1319)
3. Dao L-Q, Delage P, Tang AM, Cui YJ, Pereira JM, Li XL, Sillen X (2014) Anisotropic thermal conductivity of natural Boom Clay. Applied Clay Science 101:282–287, DOI: https://doi.org/10.1016/j.clay.2014.09.003
4. Gao ZW, Zhao JD, Yao YP (2010) A generalized anisotropic failure criterion for geomaterials. International Journal of Solids and Structures 47(22–23):3166–3185, DOI: https://doi.org/10.1016/j.ijsolstr.2010.07.016
5. Haruyama M (1981) Anisotropic deformation-strength characteristics of an assembly of spherical particles under three dimensional stresses. Soils and Foundations 21(4):41–55, DOI: https://doi.org/10.3208/sandf1972.21.4_41
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