Australian Research Council Centre of Excellence Geotechnical Science and Engineering

Dr Cholachat Rujikiatkamjorn

Selected publications are available for download in PDF format below.

Books and Book Chapters

2. Indraratna, B., Salim, W. and Rujikiatkamjorn, C. (2011). Advanced Rail Geotechnology – Ballasted Track, CRC Press (UK), 432p. Hard Cover.

1. Indraratna, B., Rujikiatkamjorn C., Balasubramaniam, A.S. and Wijeyakulasuriya, V. (2005). Predictions and observations of soft clay foundations stabilized with geosynthetic drains and vacuum surcharge. Ground Improvement-Case Histories, edited by Indraratna and Chu, Elsevier Scientific, 199-230.

Journal papers

32. Indraratna, B., Rujikiatkamjorn, C., Kelly, R. and Buys, H. (2011). Soft soil foundation improved by vacuum and surcharge loading. Ground Improvement, (Accepted June 2011).

31. Anbazhagan, P., Indraratna, B., Su, L. and Rujikiatkamjorn, C. (2011). Model Track Studies on Fouled Ballast using Ground Penetration Radar and Multichannel Analysis of Surface Wave. Journal of Applied Geophysics, 74; 175–184.

30. Shao, W., Bouzerdoum, A., Phung, S. L., Su, L., Indraratna, B. and Rujikiatkamjorn, C. (2011). Automatic classification of ground penetrating radar signals for railway ballast assessment. IEEE Transactions on Geoscience & Remote Sensing, 99, 1-12

29. Indraratna, B., Rujikiatkamjorn, C., Ameratunga, J., and Boyle, P. (2011) Performance and Prediction of Vacuum Combined Surcharge Consolidation at Port of Brisbane. J. of Geotechnical & Geoenvironmental Engineering, ASCE (Accepted, January 2011).

28. Indraratna, B., Rujikiatkamjorn, C., Balasubramaniam, A. S. and McIntosh, G. (2011). Soft ground improvement via vertical drains and vacuum assisted preloading. Geotextiles and Geomembranes, (Accepted December 2010).

27. Geng, X. Y., Indraratna, B. and Rujikiatkamjorn, C. (2011). The effectiveness of partially penetrating vertical drains under a combined surcharge and vacuum preloading, Canadian Geotechnical Journal, 48(6), 970-983.

26. Geng, X. Y., Indraratna, B. and Rujikiatkamjorn, C. (2011). Analytical solutions for a single vertical drain with vacuum and time-dependent surcharge preloading in membrane and membraneless systems. International Journal of Geomechanics, ASCE, (Accepted December 2010).

25. Indraratna, B. Nguyen, V. T., and Rujikiatkamjorn, C. (2011) Assessing the potential of internal erosion and suffusion of granular soils. J. of Geotechnical & Geoenvironmental Engineering, ASCE 137(5), 550-554.

24. Indraratna, B., Su, L., and Rujikiatkamjorn, C. (2011). A new parameter for classification and evaluation of railway ballast fouling. Canadian Geotechnical Journal, 48, 322-326.

23. Indraratna, B., Ngo, N. T., and Rujikiatkamjorn, C., (2011). Behavior of geogrid-reinforced ballast under various levels of fouling. Geotextiles and Geomembranes, 29, 311-322.

22. Indraratna, B., Nimbalkar, S., Christie, D., Rujikiatkamjorn, C. and Vinod, J.S. (2010). Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics, J. of Geotechnical & Geoenvironmental Engineering, ASCE 136(7), 907-917.

21. Su, L., Rujikiatkamjorn, C. and Indraratna, B, (2010). An evaluation of fouled ballast in a laboratory model track using ground penetrating radar. ASTM Geotechnical Testing Journal 33 (5), 343-350.

20. Rujikiatkamjorn C. and Indraratna, B. (2010). Radial consolidation modelling incorporating the effect of smear zone for a multi-layer soil with downdrag of caused by mandrel action. Canadian Geotechnical Journal, 47(9): 1024–1035.

19. Indraratna, B., Rujikiatkamjorn, C., Adams, M., and Ewers, B., (2010). Class A prediction of the behaviour of soft estuarine soil foundation stabilised by short vertical drains beneath a rail track. International Journal of Geotechnical and Geo-environmental Engineering, ASCE 136(5), 686-696.

18. Ghandeharioon, A., Indraratna, B., and Rujikiatkamjorn, C. (2010). Analysis of soil disturbance associated with mandrel-driven prefabricated vertical drains using an elliptical cavity expansion theory. International Journal of Geomechanics, ASCE. 10(2), 53-64.

17. Heitor, A., Indraratna, B. and Rujikiatkamjorn C. (2010). Characterization of compacted soil using shear wave velocity. Australian Geomechanics Journal, (in press; accepted September 2010).

16. Anbazhagan, P., Indraratna, B., Rujikiatkamjorn, C. and Su, L. (2010) Using a seismic survey to measure the shear modulus of clean and fouled ballast. Geomechanics and Geoengineering: An International Journal 5(2), 117-126.

15. Indraratna, B., Geng, X. Y. and Rujikiatkamjorn, C. (2010). Review of methods of analysis for the use of vacuum preloading and vertical drains for soft clay improvement, Geomechanics and Geoengineering: An International Journal (Accepted, September 2010).

14. Indraratna, B., Rujikiatkamjorn C., Kelly, R. and Buys, H. (2010) Environmentally Sustainable Soft Soil Improvement via Vacuum and Surcharge Preloading. Ground Improvement 163(1), 31-42.

13. Rujikiatkamjorn C. and Indraratna, B. (2009). Design procedure for vertical drains considering a linear variation of lateral permeability within the smear zone. Canadian Geotechnical Journal 46(3), 270-280.

12. Indraratna, B., Attya, A., and Rujikiatkamjorn, C. (2009). Experimental Investigation on effectiveness of a vertical drain under cyclic loads. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(6), 835-839.

11. Indraratna, B., Rujikiatkamjorn C., Vinod, J. S. and Khabbaz, H. (2009). A review of ballast characteristics, geosynthetics, confining pressures and native vegetation in rail track stabilization, Transport Engineering in Australia, 12(1), 25-35.

10. Rujikiatkamjorn C., Indraratna, B. and Chu, J. (2008). 2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains. International Journal of Geomechanics, ASCE, 8(2), 144-156.

9. Sathananthan, I., Indraratna, B., and Rujikiatkamjorn C., (2008). The evaluation of smear zone extent surrounding mandrel driven vertical drains using the cavity expansion theory. International Journal of Geomechanics, ASCE. . 8(6), 355-365.

8. Indraratna, B., Aljorany, A., and Rujikiatkamjorn C., (2008). Analytical and Numerical Modelling of Consolidation by Sand Drains beneath a Circular Embankment. International Journal of Geomechanics, ASCE. 8(3), 199-206.

7. Rujikiatkamjorn C., Indraratna, B. and Chu, J. (2007). Numerical modelling of soft soil stabilized by vertical drains, combining surcharge and vacuum preloading for a storage yard. Canadian Geotechnical Journal, Vol. 44, pp. 326-342.

6. Rujikiatkamjorn C. and Indraratna, B. (2007). Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage. Canadian Geotechnical Journal Vol. 44, pp. 188-200.

5. Rujikiatkamjorn C. and Indraratna, B. (2007). Soft Ground Improvement by Vacuum-Assisted Preloading. Australian Geomechanics Journal, December issue, 19-30.

4. Indraratna, B., Rujikiatkamjorn C., and Sathananthan, I., (2006). Reply to: Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading. Canadian Geotechnical Journal, 43: 1404-1405.

3. Indraratna, B., Rujikiatkamjorn C., and Sathananthan, I., (2005). Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading. Canadian Geotechnical Journal, 42: 994-1014.

2. Indraratna, B., Rujikiatkamjorn C., and Sathananthan, I., (2005). Radial consolidation of clay using compressibility indices and varying horizontal permeability. Canadian Geotechnical Journal, 42: 1330-1341.

1. Indraratna, B., Sathananthan, I., Rujikiatkamjorn C. and Balasubramaniam, A. S. (2005). Analytical and numerical modelling of soft soil stabilized by PVD incorporating vacuum preloading. International Journal of Geomechanics, Vol. 5 No. 2, 114-124.