A three-phase model for unsaturated soils
By B. Loret, Nasser Khalili. 2000
251 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/d5edd7817168c49abbbb71978a2dd857db7eacd0
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Citations in the corpus
- Microstructure Investigation in Unsaturated Soils: A Review with Special Attention to Contribution of Mercury Intrusion Porosimetry and Environmental Scanning Electron Microscopy (2008, methodology): “In this way, the methods are helpful in relating microstructure to macroscopic behaviour, for example in building up multi-structure constitutive models with coupling functions between the different structural levels (e.g., Alonso et al. 1999; Loret and Khalili 2000; Alonso et al. 2005; Sánchez et a”
- A hypoplastic model for mechanical response of unsaturated soils (2008, background): “[23], Modaressi and Abou-Bekr [36], Wheeler and Sivakumar [50], Loret and Khalili [27, 28], Vaunat et al.”
- Finite element formulation and algorithms for unsaturated soils. Part I: Theory (2003, methodology): “However, in their formulation of the constitutive model, Loret and Khalili [5] include the suction as an independent variable in the yield function and plastic potential, in addition to the effective stresses and the suction-dependent hardening parameter.”
- Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays (2002, unknown): “Swelling of unsaturated and chemically neutral soils is discussed within a three-phase framework similar to the present one in Loret and Khalili (2000).”
- A fully coupled thermo-hydro-mechanical model for simulating multiphase flow, deformation and heat transfer in buffer material and rock masses (2010, methodology): “According to the concept of effective stress and mixture theory [25,29–35], one has the following expressions:”
- Cam-Clay plasticity. Part V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media (2004, background): “Possible constitutive effective stresses include the net stress and the Bishop stress [5] [6] [7] [8] [9] [10] [11] [12] [13] [14] [15].”
- A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation (2007, unknown): “, [6,21,9,10].”
- A microstructural insight into compacted clayey soils and their hydraulic properties (2013, background): “Microstructural experimental studies have recently re-emerged as an important tool to improve understanding of phenomenological behavioural features of compacted soils (compressibility, water retention properties, and water permeability), setting out hypotheses for micro and macrostructural interact”
- ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions (2008, methodology): “In a unified treatment of the thermo-hydro-mechanical governing equations, Khalili and Loret [9] presented a systematic elasto-plastic approach using the effective stress concept previously developed by Loret and Khalili [30].”
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (2010, methodology): “In this paper, following [15, 20], this variable will be denoted as effective stress, although it is recognised that different terms are”