A Volume-Mass Constitutive Model for Unsaturated Soils in Terms of Two Independent Stress State Variables

Keywords

Constitutive equation, Geotechnical engineering, Silt, Soil water, Volume (thermodynamics)

References

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• AN ELASTO-PLASTIC MODEL FOR COMPACTED SOILSYing Cui, Pierre Delage, Nabil Sultan — 1995
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• Thermodynamics of soil moisture.G.H. Bolt, M. J. Frissel — 1960
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• A CONCEPTUAL MODEL FOR THE DRYING AND WETTING OF SOILD. G. Toll — 1995
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Cited by

• Unsaturated soils: constitutive modelling and explicit stress integrationWojciech T. Sołowski — 2008
• Phénomènes d'interaction sol-structure vis-à-vis de l'aléa retrait-gonflement pour l’évaluation de la vulnérabilité des ouvragesEmad Jahangir — 2011
• Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to SuctionHongyu Tu — 2015
• Coupling hydraulic with mechanical models for unsaturated soilsDaichao Sheng, Annan Zhou — 2011
• Equivalent Effective Stress and Compressibility of Unsaturated Kaolinite Clay Subjected to DryingL. F. Vesga — 2008
• The consolidation characteristics of an unsaturated compacted soilCafer Kayadelen — 2008
• Protocol for the assessment of unsaturated soil properties in geotechnical engineering practiceD. G. Fredlund, Sandra L. Houston — 2009
• An analytical model of soil–structure interaction with swelling soils during droughtsEmad Jahangir, Olivier Deck, Farimah Masrouri — 2013
• Shear Strength Criteria for Unsaturated SoilsDaichao Sheng, Annan Zhou, D. G. Fredlund — 2011
• Discussion on “Effects of different drying rates on shrinkage characteristics of a residual soil and soil mixtures” by Henry Krisdani, Harianto Rahardjo, Eng-Choon Leong [Engineering Geology 102 (2008) 31–37]Mamert Mbonimpa, Michel Aubertin, Bruno Bussière — 2009
• Predictive Model for the Water Retention Curve of Deformable Clayey SoilsMamert Mbonimpa, Michel Aubertin, Abdelkabir Maqsoud — 2006
• Equations for the entire soil-water characteristic curve of a volume change soilHung Q. Pham, D. G. Fredlund — 2008
• An evolutionary approach to modelling the soil-water characteristic curve in unsaturated soilsA Ahangar Asr, A. Johari, Akbar A. Javadi — 2012
• Prediction of SWCC using artificial intelligent systems: A comparative studyA. Johari, Ghassem Habibagahi, A. Ghahramani — 2011
• Critical evaluation of some suction measurement techniquesHesham Elgabu — 2013
• Volume–mass unsaturated soil constitutive model for drying–wetting under isotropic loading–unloading conditionsHung Q. Pham, D. G. Fredlund — 2011
• Improved Approach to Construct Constitutive Surfaces for Stable-Structured Soils Covering Both Saturated and Unsaturated ConditionsXiong Zhang, Jean‐Louis Briaud — 2008
• Estimation of soil suction from the soil-water characteristic curveD. G. Fredlund, Daichao Sheng, Jidong Zhao — 2011
• Evaluation of the influence of boundary confinement on the behaviour of unsaturated swelling clay soilsGreg Siemens, James Blatz — 2009
• Effect of Suction on Volumetric Yielding Behavior under Different Initial Conditions for Fine-Grained SoilsYasir M. Al-Badran, Tom Schanz — 2013

Related papers

• Equations for the soil-water characteristic curveD. G. Fredlund, Anqing Xing — 1994
• Soil Mechanics for Unsaturated SoilsD. G. Fredlund, Hendry Rahardjo — 1993
• A closed-form equation for predicting the hydraulic conductivity of unsaturated soilsMartinus Th. van Genuchten — 1980
• A constitutive model for partially saturated soilsEduardo Alonso Pérez de Ágreda, Antonio Gens, Alejandro Josa — 1990
• Unsaturated Soil Mechanics in Engineering PracticeD. G. Fredlund — 2012
• Predicting the permeability function for unsaturated soils using the soil-water characteristic curveD. G. Fredlund, Anqing Xing, Shangyan Huang — 1994
• STRESS STATE VARIABLES FOR UNSATURATED SOILSD. G. Fredlund, Norbert R. Morgenstern — 1977
• Volume Change Characteristics of Partially Saturated SoilsElmer L. Matyas, H.S. Radhakrishna — 1968
• An elasto-plastic critical state framework for unsaturated soilSimon J. Wheeler, V. Sivakumar — 1995