List of works - Cholachat Rujikiatkamjorn

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

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

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

An Analytical Model of PVD-assisted Soft Ground Consolidation

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

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

Behaviour of lignosulfonate-treated soil under cyclic loading

Briefing: Effect of drain installation patterns on rate of consolidation

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 “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

Compaction of coal wash to optimise its utilisation as water-front reclamation fill

article by Cholachat Rujikiatkamjorn et al published March 2013 in Geomechanics and Geoengineering

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

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

Drained and Undrained Shear Behavior of Compacted Coal Wash

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

Experimental simulation and mathematical modelling of clogging in stone column

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

Improved Performance of Ballasted Rail Tracks Using Plastics and Rubber Inclusions

Improved performance of geosynthetics enhanced ballast: laboratory 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

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

article published in 2017

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

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

Optimisation of coal wash–slag blend as a structural fill

article published in 2015

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

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

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

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

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