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Improved shape hardening function for bounding surface model for cohesive soils

Andrés Nieto-Leal / Victor N. Kaliakin

A shape hardening function is developed that improves the predictive capabilities of the generalized bounding surface model for cohesive soils, especially when applied to overconsolidated specimens. This improvement is realized without any changes to the simple elliptical shape of the bounding surface, and actually reduces the number of parameters associated with the model by one.

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Improved shape hardening function for bounding surface model for cohesive soils

Andrés Nieto-Leal / Victor N. Kaliakin

A shape hardening function is developed that improves the predictive capabilities of the generalized bounding surface model for cohesive soils, especially when applied to overconsolidated specimens. This improvement is realized without any changes to the simple elliptical shape of the bounding surface, and actually reduces the number of parameters associated with the model by one.

Improved shape hardening function for bounding surface model for cohesive soils

Andrés Nieto-Leal / Victor N. Kaliakin

A shape hardening function is developed that improves the predictive capabilities of the generalized bounding surface model for cohesive soils, especially when applied to overconsolidated specimens. This improvement is realized without any changes to the simple elliptical shape of the bounding surface, and actually reduces the number of parameters associated with the model by one.

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Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Improved shape hardening function for bounding surface model for cohesive soils

Beteiligte:

Andrés Nieto-Leal (Autor:in) / Victor N. Kaliakin (Autor:in)

Erschienen in:

Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 4, Pp 328-337 (2014)

Erscheinungsdatum:

2014

ISSN:

DOI:

https://doi.org/10.1016/j.jrmge.2013.12.006

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Unbekannt

Schlagwörter:

Constitutive model , Bounding surface plasticity , Shape hardening function , Clay , Engineering geology. Rock mechanics. Soil mechanics. Underground construction , TA703-712

Metadata by DOAJ is licensed under CC BY-SA 1.0

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