Dr Cholachat Rujikiatkamjorn is a research associate in School of Civil, Mining and Environmental Engineering. His areas of interest are in geotechnical and rail way engineeirng. He has applied his research findings in the area of sub-surface drainage for soft soil improvement under railway and road embankments. He is currently working as a researcher under the guidance of Prof. Indraratna in two key projects, ARC-DP (Particle Breakage) and CRC-Rail (formation-Ballast interaction). Recently, he received a Trailblazer Award-2006 for the innovation and commercial potential of my research on stabilization of highly compressible soils. For further information refer to Cholachat's personal page and publications.

Book Chapters

• B. Indraratna, C. Rujikiatkamjorn, A. S. Balasubramaniam, and V. Wijeyakulasuriya (2005) Predictions and observations of soft clay foundations stabilized with geosynthetic drains and vacuum surcharge

Conference Papers

• A. Attya, B. Indraratna, and C. Rujikiatkamjorn (2007) Effectiveness of Vertical Drains in Dissipating Excess Pore Pressures Induced by Cyclic Loads in Clays
• B. Indraratna, H. Khabbaz, and C. Rujikiatkamjorn (2007) Reconstruction Methods for Tsunami Affected Coastal Soils with Special Reference to Low-Cost Dwellings and Rail Tracks
• B. Indraratna, C. Rujikiatkamjorn, and J. Chu (2007) Soft Clay Stabilization with Geosynthetic Vertical Drains beneath Road and Railway Embankments: A Critical Review of Analytical Solutions and Numerical Analysis
• B. Indraratna, C. Rujikiatkamjorn, and R. Walker (2007) Radial consolidation theories and numerical analysis of soft soil stabilisation via prefabricated vertical drains
• B. Indraratna, C. Rujikiatkamjorn, V. Wijeyakulasuriya, and A. S. Balasubramaniam (2007) Soft clay foundation improvement with drainage and geo-inclusions, with special reference to the performance of embankments and transportation systems
• B. Indraratna, W. Salim, and C. Rujikiatkamjorn (2007) Development and application of constitutive model for railway ballast
• C. Rujikiatkamjorn and B. Indraratna (2007) Analysis of Radial Vacuum-Assisted Consolidation Using 3D Finite Element Method
• B. Indraratna, A. Golab, M. Shahin, and C. Rujikiatkamjorn (2006) Developments in Geotechnical and Geo-environmental research in relation to low-lying floodplain improvement, with special reference to acidic soil improvement
• B. Indraratna, C. Rujikiatkamjorn, and I. Sathananthan (2006) Analytical modeling and field assessment of embankment stabilized with vertical drains and vacuum preloading
• B. Indraratna, C. Rujikiatkamjorn, V. Wijeyakulasuriya, M. A. Shahin, and D. Christie (2006) Soft soil stabilisation with special reference to road and railway embankments
• B. Indraratna, M. Shahin, C. Rujikiatkamjorn, and D. Christie (2006) Stabilisation of Ballasted Rail Tracks and Underlying Soft Formation Soils with Geosynthetic Grids and Drains
• B. Indraratna, M. A. Shahin, and C. Rujikiatkamjorn (2006) Stabilisation of rail tracks and underlying soft soil formations
• C. Rujikiatkamjorn and B. Indraratna (2006) Improvement of soft clays using vacuum-assisted consolidation method
• C. Rujikiatkamjorn and B. Indraratna (2006) Three-Dimensional Analysis of Soft Soil Consolidation improved by Prefabricated Vertical Drains
• C. Rujikiatkamjorn and B. Indraratna (2006) Elastic Visco-plastic Consolidation Modelling of Soft Clays Improved by Geosynthetic Vertical Drains
• C. Rujikiatkamjorn and B. Indraratna (2006) Performance and prediction of soft clay behavior under vacuum conditions
• B. Indraratna, C. Rujikiatkamjorn, I. Sathananthan, M. Shahin, and H. Khabbaz (2005) Analytical and numerical solutions for soft clay consolidation using geosynthetic vertical drains with special reference to embankments
• B. Indraratna, M. Shahin, C. Rujikiatkamjorn, and H. Khabbaz (2005) Tsunami affected Coastal Soil Disturbance and Implications on Reconstruction with Special Reference to Low-cost Dwellings and Rail Tracks
• B. Indraratna and C. Rujikiatkamjorn (2004) Mathematical modeling and field evaluation of embankment stabilized with vertical drains incorporating vacuum preloading
• B. Indraratna and C. Rujikiatkamjorn (2004) Laboratory Determination of Efficiency of Prefabricated Vertical Drains Incorporating Vacuum Preloading

Journal Articles

• C. Rujikiatkamjorn and B. Indraratna (2007) Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage
• C. Rujikiatkamjorn, B. Indraratna, and C. Jian (2007) Numerical modelling of soft soil stabilized by vertical drains, combining surcharge and vacuum preloading for a storage yard
• B. Indraratna and C. Rujikiatkamjorn (2006) Predictions and Performances of Prefabricated Vertical Drain Stabilised Soft Clay Foundations
• B. Indraratna, C. Rujikiatkamjorn, and I. Sathananthan (2006) Reply to the discussion by Tran and Mitachi on “Analytical and Numerical Solutions for a Single Vertical Drain including the Effects of Vacuum Preloading"
• B. Indraratna, C. Rujikiatkamjorn, and I. Sathananthan (2005) Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading
• B. Indraratna, C. Rujikiatkamjorn, and I. Sathananthan (2005) Radial consolidation of clay using compressibility indices and varying horizontal permeability
• B. Indraratna, I. Sathananthan, C. Rujikiatkamjorn, and A. S. Balasubramaniam (2005) Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum reloading