New simple breakage index for crushable granular soils

Y Xiao, C Wang, H Wu, CS Desai - International Journal of …, 2021 - ascelibrary.org
Degradation of geomaterials, that is, particle breakage, can be harmful to the full life-cycle
stability of practical engineering; for example, rockfill dam, energy-pile foundation, railway …

[HTML][HTML] Grain crushing in geoscience materials–Key issues on crushing response, measurement and modeling: Review and preface

Y Xiao, CS Desai, A Daouadji, AW Stuedlein, H Liu… - Geoscience …, 2020 - Elsevier
Grain crushing is commonly encountered in deep foundation engineering, high rockfill dam
engineering, railway engineering, mining engineering, coastal engineering, petroleum …

Instability of loose sand in constant volume direct simple shear tests in relation to particle shape

A Lashkari, SR Falsafizadeh, PT Shourijeh, MJ Alipour - Acta Geotechnica, 2020 - Springer
Post-peak flow instability of six sands notably different in terms of average particle shape
characteristics, gradation, and mineralogy was investigated. Tests were carried out under …

Constitutive modeling for two sands under high pressure

Y Xiao, C Wang, Z Zhang, H Liu, Z Yin - International Journal of …, 2021 - ascelibrary.org
Particle breakage is a typical characteristic of crushable granular soil under high pressure,
which has great effects on its stress–strain behaviors. The phenomenon of the critical state …

Monotonic and cyclic behaviour of root-reinforced sand

AA Karimzadeh, AK Leung… - Canadian …, 2021 - cdnsciencepub.com
Plant roots are known to provide mechanical reinforcement to soils upon shearing and
seismic loading. However, the effects of different stress paths on root reinforcement remain …

[PDF][PDF] Geotechnics of mine tailings: a 2022 state of the art

A Fourie, R Verdugo, A Bjelkevik… - Proceedings of “20th …, 2022 - researchgate.net
Global interest in the geotechnical stability of tailings storage facilities (TSFs) has burgeoned
over the past decade. In particular, the widely accessible video of the catastrophic failure of …

Cyclic resistance and liquefaction behavior of silt and sandy silt soils

A El Takch, A Sadrekarimi, H El Naggar - Soil Dynamics and Earthquake …, 2016 - Elsevier
The liquefaction behavior and cyclic resistance ratio (CRR) of reconstituted samples of non-
plastic silt and sandy silts with 50% and 75% silt content are examined using constant …

Undrained Behavior of Silty Sand and the Role of Isotropic and Consolidation

ATMZ Rabbi, MM Rahman… - Journal of Geotechnical …, 2018 - ascelibrary.org
The characteristic features of undrained behavior of a silty sand are investigated for a range
of initial conditions (e, p′) for both isotropic consolidation (CIU) and K 0 consolidation (K 0 …

Static liquefaction analysis of the Fundão dam failure

A Sadrekarimi, GA Riveros - Geotechnical and Geological Engineering, 2020 - Springer
Abstract On November 5, 2015, roughly 32 million m 3 of iron mine tailings were accidentally
released in the collapse of Fundão dam in Minas Gerais, Brazil. Totaling about 61% of the …

Dominant grains network and behavior of sand–silt mixtures: stress–strain modeling

CS Chang, M Meidani - International Journal for Numerical and …, 2013 - Wiley Online Library
Stress–strain modeling of sand–silt mixtures is important in the analysis and design of earth
structures. In this paper, we develop a stress–strain model that can predict the behavior of …