A constitutive model for the accumulated strain of unsaturated soil under high-cycle traffic loading

This is the peer reviewed version of the following article: [Cao, Z, Chen, J, Alonso, EE, et al. A constitutive model for the accumulated strain of unsaturated soil under high‐cycle traffic loading. Int J Numer Anal Methods Geomech. 2021; 45: 990– 1004.], which has been published in final form at ht...

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Bibliographic Details
Authors: Cao, Zhigang; Chen, Jingyu; Alonso Pérez de Agreda, Eduardo|||0000-0003-2472-3951; Ramon Tarragona, Anna|||0000-0003-2140-7945; Cai, Yuanqiang; Gu, Chuan; Zhang, Qi
Format: Article
Publication date:2021
Country:España
Institution:Universitat Politècnica de Catalunya (UPC)
Repository:UPCommons. Portal del coneixement obert de la UPC
Language:English
OAI Identifier:oai:upcommons.upc.edu:2117/343630
Online Access:https://hdl.handle.net/2117/343630
https://dx.doi.org/10.1002/nag.3188
Access Level:Open access
Keyword:Soil mechanics--Testing
Constitutive model
High-cycle loads
Shakedown
Strain accumulation
Unsaturated soil
Mecànica dels sòls -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
Description
Summary:This is the peer reviewed version of the following article: [Cao, Z, Chen, J, Alonso, EE, et al. A constitutive model for the accumulated strain of unsaturated soil under high‐cycle traffic loading. Int J Numer Anal Methods Geomech. 2021; 45: 990– 1004.], which has been published in final form at https://doi.org/10.1002/nag.3188. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.