Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review
This research aims to establish accurate correlations between critical state characteristics
and particle shape parameters in terms of overall regularity (OR), considering the gradation …
and particle shape parameters in terms of overall regularity (OR), considering the gradation …
A review of the studies on soil-EPS composites: Beads and blocks
Expanded polystyrene (EPS) is a polymeric material whose low density and high
strength/density ratio has made it renowned to be used as a lightweight geosynthetic in the …
strength/density ratio has made it renowned to be used as a lightweight geosynthetic in the …
[HTML][HTML] Shear-induced anisotropy of granular materials with rolling resistance and particle shape effects
The rolling resistance model has been employed in the discrete element modelling in
geomechanics, as an alternative computationally efficient approach to capture the …
geomechanics, as an alternative computationally efficient approach to capture the …
A poly‐superellipsoid‐based approach on particle morphology for DEM modeling of granular media
Particle morphology plays a key role in affecting physical and mechanical behaviors of
granular media. While various mathematical approaches and shape descriptors have been …
granular media. While various mathematical approaches and shape descriptors have been …
Hierarchical Bayesian model for predicting small-strain stiffness of sand
This paper develops a hierarchical Bayesian model (HBM) that integrates the physical
knowledge and the test data to predict the small-strain shear modulus G max for a target …
knowledge and the test data to predict the small-strain shear modulus G max for a target …
Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming
In this paper, a thorough numerical study is conducted to rigorously evaluate the lateral
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …
Limit analysis of modified pseudodynamic lateral earth pressure in anisotropic frictional medium using finite-element and second-order cone programming
This paper aims at analyzing the active and passive lateral earth pressures exerted on
retaining walls due to the anisotropic medium of dry and noncohesive backfill subjected to …
retaining walls due to the anisotropic medium of dry and noncohesive backfill subjected to …
Shape characteristics of coral sand from the South China Sea
X Wang, Y Wu, J Cui, CQ Zhu, XZ Wang - Journal of Marine Science and …, 2020 - mdpi.com
The particle shape of coral sand is a crucial factor that affects its accumulation
characteristics. Two-dimensional particle images of coral sand with different particle sizes …
characteristics. Two-dimensional particle images of coral sand with different particle sizes …
Discrete element modeling of crushable sands considering realistic particle shape effect
R Fu, X Hu, B Zhou - Computers and Geotechnics, 2017 - Elsevier
This study proposed a novel approach for generating crushable agglomerates with realistic
particle shapes in discrete element modeling (DEM). The morphologies of sand particles …
particle shapes in discrete element modeling (DEM). The morphologies of sand particles …
Lower bound analysis of modified pseudo‐dynamic lateral earth pressures for retaining wall‐backfill system with depth‐varying dam** using FEM‐Second order …
Realistic constitutive ground models are critical in the evaluation of soil‐structure interaction
problems and the assessment of key design parameters in the seismic analysis of …
problems and the assessment of key design parameters in the seismic analysis of …