Definition of new stopping criteria for the characterization of permanent deformation of granular materials-Reference-Cited by-同舟云学术

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Definition of new stopping criteria for the characterization of permanent deformation of granular materials

Published:2024-01 Issue: Volume:44 Page:101159
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Ribeiro Araújo Matheus Jesus,de Araújo Barroso Suelly Helena,Alves Ribeiro Antônio Júnior,de Assis Franco Vieira Francisco

Funder

Fundação Cearense de Apoio ao Desenvolvimento Científico e Tecnológico

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference28 articles.

1. New shakedown criterion and permanent deformation properties of unbound granular materials;Alnedawi;J Modern Transport,2019

2. Study of the Permanent Deformation of Soil Used in Flexible Pavement Design;Cabral;Adv Civil Eng,2020

3. A hybrid approach based on the combination of variable selection using decision trees and case-based reasoning using the Mahalanobis distance: For bankruptcy prediction;Cho;Expert Syst Appl,2010

4. Decision trees;de Ville;Wiley Interdiscip Rev Comput Stat,2013

5. Departamento Nacional de Infraestrutura de Transporte – DNIT. 179/2018–IE Pavimentação, Solos – Determinação da Deformação Permanente – Instrução de Ensaio. Brasil, 2018a.

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