[HTML][HTML] A new multi-surface plasticity model for cyclic hardening of unsaturated granular soils

L Chen, J Ghorbani, TT Dutta, A Zhou… - Computers and …, 2024 - Elsevier
This paper proposes a new multi-surface plasticity model for the cyclic hardening of
unsaturated granular soils crucial for assessing their resilience jointly under repeated …

A gradation-dependent hypoplastic model for crushable sands

Y Tang, S Wang, C Zhang - Acta Geotechnica, 2024 - Springer
A gradation-dependent hypoplastic model is developed to capture the mechanical
behaviours of crushable sands. First, a gradation evolution law is proposed to describe the …

Reimagining unbound road pavement technology: Integrating testing, design, construction and performance in the post-digital era

J Kodikara, A Sounthararajah, L Chen - Transportation Geotechnics, 2024 - Elsevier
The Industry 4.0 revolution signifies a pivotal transition in pavement technology,
emphasising the integration of digital and physical systems to revamp traditional, empirical …

[HTML][HTML] Parameters in play: AlphaZero-Inspired AI for autonomous parameter identification in soil constitutive and finite element models

J Ghorbani, S Aghdasi, M Nazem, JS McCartney… - Computers and …, 2024 - Elsevier
In geotechnical engineering, the precise identification of essential soil parameters from
sensing and experimental data is vital for the accuracy of constitutive and finite element …

COHESIVE SOIL BEHAVIOR UNDER CYCLIC LOADING IN UNDRAINED CONDITIONS

A Głuchowski, R Šadzevičius, N Varnas… - GEOMATE …, 2024 - geomatejournal.com
In this paper, a study of the cyclic plastic creep phenomenon during cyclic loading was
performed. The plastic creep phenomena in the field of soil cyclic loading are defined as a …