Modeling granular materials: century-long research across scales

F Radjai, JN Roux, A Daouadji - Journal of engineering mechanics, 2017 - ascelibrary.org
Granular materials are the most recurrent form of solid-state matter on Earth. They challenge
researchers and engineers in various fields not only because they occur with a broad variety …

[Књига][B] Geotechnical earthquake engineering

SL Kramer, JP Stewart - 2024 - books.google.com
This fully updated second edition provides an introduction to geotechnical earthquake
engineering for first-year graduate students in geotechnical or earthquake engineering …

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 …

Anisotropic small-strain stiffness of lightly biocemented sand considering grain morphology

J Shi, Y **ao, JAH Carraro, H Li, H Liu, J Chu - Géotechnique, 2023 - icevirtuallibrary.com
Small-strain stiffness and stiffness anisotropy of a sand are sensitive to the sand fabric,
which can be significantly affected by particle shape and cementation. In this study …

Influence of transient flow during infiltration and isotropic/anisotropic matric suction on the passive/active lateral earth pressures of partially saturated soils

H Fathipour, SB Tajani, M Payan, RJ Chenari… - Engineering …, 2022 - Elsevier
In this study, the influence of transient flow on the active and passive lateral earth pressures
of variably saturated backfills is thoroughly evaluated employing the lower bound theorems …

Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses

Y Li, M Otsubo, V Angelidakis, R Kuwano… - …, 2024 - icevirtuallibrary.com
This contribution provides high-fidelity images of real granular materials with the aid of X-ray
micro-computed tomography (μCT), and employs a multi-sphere representation to …

A small‐strain overlay model

T Benz, PA Vermeer, R Schwab - International journal for …, 2009 - Wiley Online Library
The paper begins with a discussion of the phenomenon of small‐strain stiffness and
presents the small‐strain overlay model, a simple model that takes into account the non …

Quantifying the evolution of soil fabric during shearing using directional parameters

J Fonseca, C O'sullivan, MR COOP, PD Lee - Géotechnique, 2013 - icevirtuallibrary.com
Over the past 50 years, experimental studies have repeatedly demonstrated that the
mechanical behaviour of sand is sensitive to the material fabric, that is, the arrangement of …

Ground characterisation for PISA pile testing and analysis

L Zdravković, RJ Jardine, DMG Taborda… - …, 2020 - icevirtuallibrary.com
This paper is the first of a set of linked publications on the PISA Joint Industry Research
Project, which was concerned with the development of improved design methods for …

A constitutive model with microstructure evolution for flow of rate-independent granular materials

JIN Sun, S Sundaresan - Journal of Fluid Mechanics, 2011 - cambridge.org
A constitutive model is developed for the complex rheology of rate-independent granular
materials. The closures for the pressure and the macroscopic friction coefficient are linked to …