The role of breakage-dependent critical state lines in constitutive modelling of sand under axisymmetric drained and undrained loads: A comparative study-Reference-Cited by-同舟云学术

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The role of breakage-dependent critical state lines in constitutive modelling of sand under axisymmetric drained and undrained loads: A comparative study

Published:2023-12-21 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Shu Shuang¹,Yan Chen¹,Zhao Wei¹,Sun Yifei²^ORCID

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing, China

2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2294156

Reference52 articles.

1. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

2. Calibration of a Comprehensive Hypoplastic Model for Granular Materials

3. Generalized Plasticity Model for Sand with Enhanced State Parameters

4. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

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