Formulation and implicit numerical integration of a kinematic hardening model for unsaturated soils

This is the peer reviewed version of the following article: Monforte, L. and Rouainia, M. (2025), Formulation and Implicit Numerical Integration of a Kinematic Hardening Model for Unsaturated Soils. Int J Numer Anal Methods Geomech., 49: 514-540. https://doi.org/10.1002/nag.3878, which has been publ...

Descripción completa

Detalles Bibliográficos
Autores: Monforte, Lluís, Rouainia, Mohamed
Tipo de recurso: artículo
Fecha de publicación:2025
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/427013
Acceso en línea:https://hdl.handle.net/2117/427013
https://dx.doi.org/10.1002/nag.3878
Access Level:acceso abierto
Palabra clave:Implicit numerical integration
Kinematic hardening model
Unsaturated soils
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
Descripción
Sumario:This is the peer reviewed version of the following article: Monforte, L. and Rouainia, M. (2025), Formulation and Implicit Numerical Integration of a Kinematic Hardening Model for Unsaturated Soils. Int J Numer Anal Methods Geomech., 49: 514-540. https://doi.org/10.1002/nag.3878, which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/nag.3878. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.