On the use of discrete element method for multi-scale assessment of clay behavior

KA Jaradat, SL Abdelaziz - Computers and Geotechnics, 2019 - Elsevier
This paper presents a review of the physics controlling various forces between clay particles,
and the incorporation of these forces in a DEM contact model in PFC 3D. This contact model …

Numerical simulation of direct shear test on granular materials composed of breakable angular particles: A DEM-XFEM approach

SM Seyyedan, AA Mirghasemi, S Mohammadi - Powder Technology, 2021 - Elsevier
Abstract A combined DEM-XFEM novel approach is used to simulate the direct shear test on
assemblies of breakable two-dimensional angular particles in order to study the macro-and …

The influence of kaolinite-illite toward mechanical properties of claystone

S Supandi, Z Zakaria, E Sukiyah, A Sudradjat - Open Geosciences, 2019 - degruyter.com
This study investigates the relationship between clay minerals (kaolinite and illite) and rock
properties of the claystone, including both mechanical (cohesion, friction angle, stress, and …

[HTML][HTML] Numerical simulation of porosity and tortuosity effect on the permeability in clay: microstructural approach

H Bayesteh, AA Mirghasemi - Soils and Foundations, 2015 - Elsevier
This study presents an analysis of the association between the coefficient of permeability of
active clays and their porosity and tortuosity. Montmorillonite was selected because it is …

Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation

H Lei, Y Liu, Y Hu, R Jia, Y Zhang - Canadian Geotechnical …, 2022 - cdnsciencepub.com
Tunnel face stability is critical for tunneling safety, especially in constructing a tunnel
adjacent to another. In tunnel construction, if there is an adjacent existing tunnel and the …

Structure and strength of kaolinite–soil silt aggregates: Measurements and modeling

J Horabik, G Jozefaciuk - Geoderma, 2021 - Elsevier
Soil strength is an influential property in determining agricultural and geotechnical
outcomes. In uniaxial compression test the strength of artificial aggregates containing …

Dynamic properties of sand with different contents of clay

X Bao, Z Bao, J Shen, X Chen, X Wu, H Cui - Powder Technology, 2024 - Elsevier
In this study, a series of dynamic triaxial tests and corresponding simulations using discrete
element method (DEM) were conducted on sand with different clay particle contents. The …

Effect of mechanical and electro-chemical contacts on the particle orientation of clay minerals during swelling and sedimentation: A DEM simulation

H Bayesteh, A Hoseini - Computers and Geotechnics, 2021 - Elsevier
The importance and quality of particle orientation on the performance of clay has been well-
documented experimentally. This paper aims to quantitatively evaluate clayey mineral …

Numerical simulation of creep behavior of clay using discrete element method

H Shahabi, AA Mirghasemi, M Khabazian - Powder Technology, 2024 - Elsevier
The current study examined the creep behavior of clay in terms of particle sliding using
samples containing montmorillonite and kaolinite by modeling all interparticle forces using …

Simplifying the physico-chemical contacts in cohesive soils for efficient DEM simulations

KA Jaradat, SL Abdelaziz - Computers and Geotechnics, 2023 - Elsevier
The aim of this study is to simplify the incorporation of the physico-chemical forces between
clay particles in discrete element method (DEM) simulations to reduce the computational …