Bounding Surface Constitutive Model for Cemented Sand under Monotonic Loading

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dc.contributor.authorMojtaba Rahimi
dc.contributor.authorDave Chan
dc.contributor.authorAlireza Nouri
dc.date.accessioned2025-05-01T20:49:52Z
dc.date.available2025-05-01T20:49:52Z
dc.date.issued2016-01-01
dc.descriptionThis paper presents a critical state constitutive model for cemented sand. The model uses a single capped yield surface as a function of the void ratio, confining pressure, preconsolidation pressure, and stress ratio at the peak of the undrained effective stress path. To model the cemented materials, the formulation of the yield function, elastic moduli, plastic modulus, flow rule, and other components of the model have been modified. Having incorporated the tensile strength and cohesion, the radial-mapping formulation of the bounding surface plasticity is incorporated in the model. The modified model has been calibrated and verified based on experimental results
dc.identifier.doihttps://doi.org/10.7939/r3-x7a0-4p42
dc.language.isoen
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.subjectConstitutive modeling
dc.subjectCritical state
dc.subjectBounding surface plasticity
dc.subjectRadial mapping
dc.subjectCemented sand
dc.titleBounding Surface Constitutive Model for Cemented Sand under Monotonic Loading
dc.typehttp://purl.org/coar/resource_type/c_6501 http://purl.org/coar/version/c_970fb48d4fbd8a85
ual.jupiterAccesshttp://terms.library.ualberta.ca/public

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