Effect of particle shape on the mechanical behavior of natural sands

FN Altuhafi, MR Coop… - Journal of Geotechnical …, 2016 - ascelibrary.org
A database of the mechanical behavior of 25 natural sands was compiled from the existing
literature. Particle shape and size analysis, obtained by dynamic imaging analysis, for each …

A review of brittle compressional wedge models

SJH Buiter - Tectonophysics, 2012 - Elsevier
Fold-and-thrust belts and accretionary wedges form by compression of sedimentary
sequences and basement rocks into forward and backward thrusts, folds, nappes, and …

The hardening soil model: Formulation and verification

T Schanz, PA Vermeer, PG Bonnier - Beyond 2000 in …, 2019 - taylorfrancis.com
A new constitutive model is introduced which is formulated in the framework of classical
theory of plasticity. In the model the total strains are calculated using a stress-dependent …

A depth-averaged debris-flow model that includes the effects of evolving dilatancy. I. Physical basis

RM Iverson, DL George - Proceedings of the Royal …, 2014 - royalsocietypublishing.org
To simulate debris-flow behaviour from initiation to deposition, we derive a depth-averaged,
two-phase model that combines concepts of critical-state soil mechanics, grain-flow …

Influence of non-associated flow rule on passive face instability for shallow shield tunnels

P Li, Y Wei, M Zhang, Q Huang, F Wang - Tunnelling and Underground …, 2022 - Elsevier
This paper aims at analyzing the influence of non-associated flow rule on passive face
instability for shallow shield tunnels. The influence exerted by dilation angle on the limit …

Shear strength and stiffness of silty sand

R Salgado, P Bandini, A Karim - Journal of geotechnical and …, 2000 - ascelibrary.org
The properties of clean sands pertaining to shear strength and stiffness have been studied
extensively. However, natural sands generally contain significant amounts of silt and/or clay …

The impact of analogue material properties on the geometry, kinematics, and dynamics of convergent sand wedges

J Lohrmann, N Kukowski, J Adam, O Oncken - Journal of Structural …, 2003 - Elsevier
Simulation of geodynamic processes in sandbox experiments requires analogue materials
with a deformation behaviour that reproduces the deformation mechanisms of typical crustal …

Stress-strain degradation response of railway ballast stabilized with geosynthetics

B Indraratna, S Nimbalkar - Journal of geotechnical and …, 2013 - ascelibrary.org
Large cyclic loading on ballasted railroad tracks is now inevitable owing to an increased
demand for freight and public transport. This leads to a progressive deterioration and …

Soil behavior at the microscale: particle forces

JC Santamarina - Soil behavior and soft ground construction, 2003 - ascelibrary.org
Soils are particulate materials. Therefore, the behavior of soils is determined by the forces
particles experience. These include forces due to boundary loads (transmitted through the …

Evaluating the influence of sand particle morphology on shear strength: A comparison of experimental and machine learning approaches

F Daghistani, H Abuel-Naga - Applied Sciences, 2023 - mdpi.com
Particulate materials, such as sandy soil, are everywhere in nature and form the basis for
many engineering applications. The aim of this research is to investigate the particle shape …