Experimental study of particle migration under cyclic loading: effects of load frequency and load magnitude

S Zhang, F Gao, X He, Q Chen, D Sheng - Acta Geotechnica, 2021 - Springer
The study of particle migration in porous media under cyclic loading is the key to understand
the mechanism of mud pumping hazard in railway embankments. This paper presents a …

Internal instability in soils: a critical review of the fundamentals and ramifications

SM Dassanayake, AA Mousa… - Transportation …, 2022 - journals.sagepub.com
Seepage-induced fine-particle migration that leads to a change in the conductivity of a soil
matrix is referred to as internal instability. This could jeopardize the structural integrity of the …

Study of critical hydraulic gradients for seepage-induced failures in granular soils

J Israr, B Indraratna - Journal of Geotechnical and …, 2019 - ascelibrary.org
This paper reports on a series of laboratory hydraulic tests on a select range of granular
soils compacted at relative densities between 0% and 100%. The critical hydraulic gradient …

[图书][B] Ballast railroad design: smart-uow approach

B Indraratna, T Ngo - 2018 - taylorfrancis.com
The rail network plays an essential role in transport infrastructure worldwide. A ballasted
track is commonly used for several reasons, including economic considerations, load …

Confining stress effects on global and local responses of internal erosion in gap-graded cohesionless soils

LL Zhang, G Deng, R Chen, ZY Luo - Bulletin of Engineering Geology and …, 2023 - Springer
Internal erosion may affect soil hydraulic properties, inducing localized deterioration and
even failure of hydraulic geo-structures. Soil is always subjected to stress in engineering …

Hydromechanical state of soil fluidisation: a microscale perspective

S Haq, B Indraratna, TT Nguyen, C Rujikiatkamjorn - Acta Geotechnica, 2023 - Springer
This paper investigates soil fluidisation at the microscale using the discrete element method
(DEM) in combination with the lattice Boltzmann method (LBM). Numerical simulations were …

Shear effects on the mechanical behaviour of internally unstable gap-graded soils

S Haq, SKH Shah - Geotechnical and Geological Engineering, 2025 - Springer
Internal instability is the soil's inability to retain fine particles that can be washed away by the
action of seepage flow. Internally unstable soils threaten the safety of infrastructure …

Mesostructural mechanism of hydraulic gradient fluctuations affecting internal instability using transparent soil

Z Deng, G Wang, W Jin - Geotechnical …, 2022 - asmedigitalcollection.asme.org
For internally unstable soil, fine particles might migrate in the pore channels of its coarse
matrix because of seepage flow, and fluctuations in the hydraulic gradient might promote …

[HTML][HTML] Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents

MW Zaman, J Han, MU Kabir, RL Parsons - Geotextiles and …, 2024 - Elsevier
The effect of fines content on the performance of the wicking geotextile is not clear. This
study developed a simple moisture reduction test method to quantify the effectiveness of the …

Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load

J Fu, Z Yang, Q Sun, Y Xie, J Yang - Transportation Geotechnics, 2024 - Elsevier
The internal structure of sandy cobbles strata is sensitive to disturbances in the urban
underground environment, but the structural evolution process under coupling hydraulic and …