A state-of-the-art review of experimental and computational studies of granular materials: properties, advances, challenges, and future directions

P Tahmasebi - Progress in Materials Science, 2023 - Elsevier
Modeling of heterogeneous materials and media is a problem of fundamental importance to
a wide class of phenomena and systems, ranging from condensed matter physics, soft …

State-of-the-art review of machine learning applications in constitutive modeling of soils

P Zhang, ZY Yin, YF ** - Archives of Computational Methods in …, 2021 - Springer
Abstract Machine learning (ML) may provide a new methodology to directly learn from raw
data to develop constitutive models for soils by using pure mathematic skills. It has …

Unified hardening (UH) model for clays and sands

YP Yao, L Liu, T Luo, Y Tian, JM Zhang - Computers and Geotechnics, 2019 - Elsevier
A unified model for clays and sands, referred to as CSUH model, is proposed. The CSUH
model develops the following aspects based on the unified hardening (UH) model:(a) a …

Modelling the mechanical behaviour of soils using machine learning algorithms with explicit formulations

P Zhang, ZY Yin, YF **, XF Liu - Acta Geotechnica, 2021 - Springer
This study systematically presents the application of machine learning (ML) algorithms for
constructing a constitutive model for soils. A genetic algorithm is integrated with ML …

An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand

R Wang, W Cao, L Xue, JM Zhang - Acta Geotechnica, 2021 - Springer
Fabric anisotropy has a significant influence on the mechanical behavior of sand. An
anisotropic plasticity model incorporating fabric evolution is formulated in this study …

A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials

J Tian, Y Lai, E Liu, C He - Computers and Geotechnics, 2023 - Elsevier
A micro–macro elastoplastic micropolar continuum model for granular materials in the dry
and pendular states is proposed on the basis of thermodynamics. The independent …

Identifying parameters of advanced soil models using an enhanced transitional Markov chain Monte Carlo method

YF **, ZY Yin, WH Zhou, S Horpibulsuk - Acta Geotechnica, 2019 - Springer
Parameter identification using Bayesian approach with Markov Chain Monte Carlo (MCMC)
has been verified only for certain conventional simple constitutive models up to now. This …

Force chain buckling, unjamming transitions and shear banding in dense granular assemblies

A Tordesillas - Philosophical Magazine, 2007 - Taylor & Francis
Force chain buckling, leading to unjamming and shear banding, is examined quantitatively
via a discrete element analysis of a two-dimensional, densely-packed, cohesionless …

Rockfill shear strength evaluation: a rational method based on size effects

E Frossard, W Hu, C Dano, PY Hicher - Géotechnique, 2012 - icevirtuallibrary.com
The shear strength of coarse granular materials, widely used in civil works such as rockfill in
dam construction, is seldom measured because of severe practical experimental limitations …

[HTML][HTML] A micromechanics-based model for sand-silt mixtures

ZY Yin, J Zhao, PY Hicher - International journal of solids and structures, 2014 - Elsevier
Experimental observations have shown the significant impact of fines or coarse grains on
the behavior of sand-silt mixtures. To describe the behavior of sand-silt mixtures under both …