Macroscopic definition of Bishop’s χ function in double porosity soils
Author:
Funder
Ministerio de Ciencia e Innovación
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02269-0.pdf
Reference18 articles.
1. Alonso EE, Pereira J-M, Vaunat J, Olivella S (2010) A microstructurally based effective stress for unsaturated soils. Géotechnique 60(12):913–925. https://doi.org/10.1680/geot.8.P.002
2. Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13(3):177–197. https://doi.org/10.1680/geot.1963.13.3.177
3. Borja RI, Choo J (2016) Cam-clay plasticity, Part VIII: a constitutive framework for porous materials with evolving internal structure. Comput Methods Appl Mech Eng 309:653–679. https://doi.org/10.1016/j.cma.2016.06.016
4. Borja RI, Koliji A (2009) On the effective stress in unsaturated porous continua with double porosity. J Mech Phys Solids 57(8):1182–1193. https://doi.org/10.1016/j.jmps.2009.04.014
5. Choo J, Borja RI (2015) Stabilized mixed finite elements for deformable porous media with double porosity. Comput Methods Appl Mech Eng 293:131–154. https://doi.org/10.1016/j.cma.2015.03.023
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