1st Proctor Lecture of ISSMGE:

A Laboratory Study on the Shear Behavior of Mixtures of Coal Wash and Steel Furnace Slag as Potential Structural Fill

A Permeable Reactive Barrier Installed in Acid Sulfate Soil Terrain

A laboratory investigation to assess the functioning of railway ballast with and without geogrids

scholarly article published March 2016

A new analytical model for consolidation with multiple vertical drains

A review of shear strength models for rock joints subjected to constant normal stiffness

article

A semi-empirical dilatancy model for ballast fouled with plastic fines

article published in 2018

A study of the geogrid–subballast interface via experimental evaluation and discrete element modelling

A technique for three-dimensional characterisation of asperity deformation on the surface of sheared rock joints

scientific article published in 2014

A theoretical and experimental study on the behaviour of lignosulfonate-treated sandy silt

Acidic Groundwater Remediation in the Shoalhaven Floodplain

An Analytical Model of PVD-assisted Soft Ground Consolidation

An Elasto-plastic Method for Analysing the Deformation of the Railway Ballast

An approach to measure infill matric suction of irregular infilled rock joints under constant normal stiffness shearing

An evaluation of the interface behaviour of rail subballast stabilised with geogrids and geomembranes

Analysis of the Behaviour of Stone Column Stabilized Soft Ground Supporting Transport Infrastructure

Analytical model for vacuum consolidation incorporating soil disturbance caused by mandrel-driven drains

Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments

Analytical solution for radial consolidation considering soil structure characteristics

Analytical solutions for a single vertical drain with time-dependent vacuum combined surcharge preloading in membrane and membraneless systems

Application of Optical-Fiber Bragg Grating Sensors in Monitoring the Rail Track Deformations

Application of Shock Mats in Rail Track Foundation Subjected to Dynamic Loads

Application of bounding surface plasticity concept for clay-fouled ballast under drained loading

article by Nayoma Tennakoon et al published October 2015 in Computers and Geotechnics

Application of fractional calculus in modelling ballast deformation under cyclic loading

article published in 2017

Application of geoinclusions for sustainable rail infrastructure under increased axle loads and higher speeds

Application of spectral Galerkin method for multilayer consolidation of soft soils stabilised by vertical drains or stone columns

Assessment of Interface Shear Behaviour of Sub-ballast with Geosynthetics by Large-scale Direct Shear Test

Assessment of optimum width and longevity of a permeable reactive barrier installed in an acid sulfate soil terrain

Automatic Classification of Ground-Penetrating-Radar Signals for Railway-Ballast Assessment

Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation

Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition

article published in 2015

Behavior of Steel Furnace Slag, Coal Wash, and Rubber Crumb Mixtures with Special Relevance to Stress–Dilatancy Relation

Behaviour of lignosulfonate-treated soil under cyclic loading

Behaviour of subballast reinforced with used tyre and potential application in rail tracks

Briefing: Effect of drain installation patterns on rate of consolidation

Characterization of Smear Zone Caused by Mandrel Action

Class A and C predictions for Ballina trial embankment with vertical drains using standard test data from industry and large diameter test specimens

Closure to “Deformation of Coal Fouled Ballast Stabilized with Geogrid under Cyclic Load” by Buddhima Indraratna, Ngoc Trung Ngo, and Cholachat Rujikiatkamjorn

Closure to “Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading” by Buddhima Indraratna, Yifei Sun, and Sanjay Nimbalkar

Closure to “Micromechanics-Based Investigation of Fouled Ballast Using Large-Scale Triaxial Tests and Discrete Element Modeling” by Ngoc Trung Ngo, Buddhima Indraratna, and Cholachat Rujikiatkamjorn

Closure to “Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation” by Sudip Basack, Buddhima Indraratna, Cholachat Rujikiatkamjorn, and Firman Siahaan

article published in 2018

Consolidation of Estuarine Marine Clays for Coastal Reclamation Using Vacuum and Surcharge Loading

Coupled discrete element–finite difference method for analysing the load-deformation behaviour of a single stone column in soft soil

Current research into ballasted rail tracks: model tests and their practical implications

DEM simulation of the behaviour of geogrid stabilised ballast fouled with coal

Deformation Behavior of Lignosulfonate-Treated Sandy Silt under Cyclic Loading

Deformation and Degradation Mechanisms of Railway Ballast under High Frequency Cyclic Loading

Deformation and Degradation of Railroad Granular Layers under High Frequency Cyclic Loading and the Benefits of Using Geosynthetics

Discrete element modelling of lateral displacement of a granular assembly under cyclic loading

Disturbed State Concept-Based Constitutive Model for Lignosulfonate-Treated Silty Sand

Drained and Undrained Shear Behavior of Compacted Coal Wash

Editorial

Editorial

Effect of Rubber Crumbs on the Cyclic Behavior of Steel Furnace Slag and Coal Wash Mixtures

Effect of the Level of Compaction on the Internal Erosion Potential for Granular Soils

Evaluating the Properties of Mixtures of Steel Furnace Slag, Coal Wash, and Rubber Crumbs Used as Subballast

Experimental and Discrete Element Modeling of Geocell-Stabilized Subballast Subjected to Cyclic Loading

Experimental and numerical investigations into hydraulic behaviour of coir fibre drain

Experimental simulation and mathematical modelling of clogging in stone column

Explicit stress–strain equations for modeling frictional materials

scholarly article by Kenneth J. Xu et al published 31 October 2017 in Marine Georesources and Geotechnology

Field Assessment of Ballasted Railroads Using Geosynthetics and Shock Mats

article published in 2016

Field Investigation on Compaction and Strength Performance of Two Coal Wash-BOS Slag Mixtures

From theory to practice in track geomechanics – Australian perspective for synthetic inclusions

article

Geometrical Method for Evaluating the Internal Instability of Granular Filters Based on Constriction Size Distribution

Ground Improvement for Rail, Port and Road Infrastructure--From Theory to Practice

Hydraulic behaviour of parallel fibres under longitudinal flow: a numerical treatment

Improved Performance of Ballasted Rail Track Using Geosynthetics and Rubber Shockmat

Improved Performance of Ballasted Rail Tracks Using Plastics and Rubber Inclusions

Improved performance of geosynthetics enhanced ballast: laboratory and numerical studies

Influence of Under Sleeper Pads on Ballast Behavior Under Cyclic Loading: Experimental and Numerical Studies

Influence of biodegradable natural fibre drains on the radial consolidation of soft soil

scholarly article by Buddhima Indraratna et al published September 2016 in Computers and Geotechnics

Internal Stability of Granular Filters under Static and Cyclic Loading

Investigation on effectiveness of a prefabricated vertical drain during cyclic loading

Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading

Laboratory Investigation into Biodegradation of Jute Drains with Implications for Field Behavior

scholarly article by Thanh Trung Nguyen et al published June 2018 in Journal of Geotechnical and Geoenvironmental Engineering

Laboratory Investigation of the Seepage Induced Response of Granular Soils Under Static and Cyclic Loading

Large-Strain Vacuum-Assisted Consolidation with Non-Darcian Radial Flow Incorporating Varying Permeability and Compressibility

article published in 2017

Mathematical Modeling and Experimental Verification of Fluid Flow through Deformable Rough Rock Joints

Mechanical response and pore pressure generation in granular filters subjected to uniaxial cyclic loading

Mechanisms of stabilization of expansive soil with lignosulfonate admixture

Micromechanics-Based Investigation of Fouled Ballast Using Large-Scale Triaxial Tests and Discrete Element Modeling

Model Test and Theoretical Analysis for Soft Soil Foundations Improved by Prefabricated Vertical Drains

Model of Soft Soils under Cyclic Loading

Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads

Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation

Modelling geogrid-reinforced railway ballast using the discrete element method

Modelling of geocell-reinforced subballast subjected to cyclic loading

article published in 2016

Modelling of unsaturated ground behaviour influenced by vegetation transpiration

article published in 2014

Modelling the Shear Behaviour of Clean Rock Discontinuities Using Artificial Neural Networks

scholarly article by Silvrano Adonias Dantas Neto et al published 10 March 2017 in Rock Mechanics and Rock Engineering

Modelling the Shear Behaviour of Rock Joints with Asperity Damage Under Constant Normal Stiffness

Moving Loads on a Viscoelastic Foundation with Special Reference to Railway Transition Zones

Nonlinear radial consolidation of vertical drains under a general time-variable loading

Normal Deformation and Formation of Contacts in Rough Rock Fractures and Their Influence on Fluid Flow

Optimisation of coal wash–slag blend as a structural fill

article published in 2015

Performance Assessment of Geocell-Reinforced Subballast: Modeling and Design Implications

Performance assessment of geogrid-reinforced railroad ballast during cyclic loading

Performance assessment of reinforced ballasted rail track

Performance evaluation of railway subballast stabilised with geocell based on pull-out testing

Performance improvement of rail track substructure using artificial inclusions – Experimental and numerical studies

article published in 2016

Performance of Rubber Tire-Confined Capping Layer under Cyclic Loading for Railroad Conditions

Performance of marine clay stabilised with vacuum pressure: Based on Queensland experience

Permeable reactive barrier rejuvenation by alkaline wastewater

scholarly article published February 2015

Pore pressure based method to quantify smear around a vertical drain

Predicting the behaviour of coal wash and steel slag mixtures under triaxial conditions

Preface

Radial consolidation characteristics of soft undisturbed clay based on large specimens

Radial consolidation response upon the application and removal of vacuum and fill loading

Remediation of acidic groundwater by way of permeable reactive barrier

Shear behaviour of sandy silt treated with lignosulfonate

Shear strength of a vegetated soil incorporating both root reinforcement and suction

Shear strength of rock joints influenced by compacted infill

scientific article published in 2014

Simulation Ballasted Track Behavior: Numerical Treatment and Field Application

Small Strain Behaviour of a Compacted Subgrade Soil

Soil disturbance analysis due to vertical drain installation

Stability of a Rock Block in a Tunnel Roof Under Constant Normal Stiffness Conditions

Stabilization of track substructure with geo-inclusions—experimental evidence and DEM simulation

article

Stone Column–Stabilized Soft-Soil Performance Influenced by Clogging and Lateral Deformation: Laboratory and Numerical Evaluation

Strength Criterion for Intact Rock

Study on the Interface Behavior of a Geosynthetics-Reinforced Fouled Ballast Using the Discrete Element Method

The permeability of natural fibre drains, capturing their micro-features

The swelling behaviour of lignosulfonate-treated expansive soil

Three-dimensional characterisation of particle size and shape for ballast

Use of Rubber Mats to Improve the Deformation and Degradation Behavior of Rail Ballast under Cyclic Loading