Selected Examples of PhD students’ Publications

PhD based papers of Cholachat Rujikiatkamjorn

Scholarly book chapters:
BC1 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.

Refereed Journal Articles

J1 Rujikiatkamjorn C., Indraratna, B. and Chu, J. (2008). 2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains. Intl J of Geomechanics, ASCE, 8(2), 144-156.



J2 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. International Journal of Geomechanics, ASCE. 8(6), 355-365.



J3
Indraratna, B., Aljorany, A., and Rujikiatkamjorn C., (2008). Analytical and Numerical Modelling of Consolidation by Sand Drains beneath a Circular Embankment. Int J of Geom, ASCE. 8(3), 199-206.



J4 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. Can Geot J, Vol. 44, pp. 326-342.



J5 Rujikiatkamjorn C. and Indraratna, B. (2007). Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage. Canadian Geotechnical J. Vol. 44, pp. 188-200.



J6 Rujikiatkamjorn C. and Indraratna, B. (2007). Soft Ground Improvement by Vacuum-Assisted Preloading. Australian Geomechanics Journal, December issue, 19-30.



J7 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.



J8
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 J, 42: 994-1014.



J9 Indraratna, B., Rujikiatkamjorn C., and Sathananthan, I., (2005). Radial consolidation of clay using compressibility indices and varying horizontal permeability. Canadian Geotechnical J, 42: 1330-1341.



J1
0 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.

 

Refereed Conference Proceedings

C1 Keynote Paper: Indraratna, B, Golab, A.N., Shahin, M., and Rujikiatkamjorn, C. (2006). Developments in Geotechnical and Geo-environmental research in relation to low-lying floodplain improvement, with special reference to acidic soil improvement. Int Environmental Expertise Forum, Tanta, Egypt (in CD).



C2 Special Lecture: Indraratna, B, Shahin, M., and Rujikiatkamjorn, C. (2006). Stabilisation of Ballasted Rail Tracks and Underlying Soft Formation Soils with Geosynthetic Grids and Drains. Geo-Shanghai 2006, China, Special ASCE Publication, No. 152 (Edited by Porbaha et al., 143-152).



C3 Keynote Paper: Indraratna, B, and Rujikiatkamjorn, C. (2006). Predictions and Performances of Prefabricated Vertical Drain Stabilised Soft Clay Foundations. Symposium on Rigid Inclusions in Difficult Soft Soil Conditions (ISSMGE TC36). Mexico (in CD).



C4 Rujikiatkamjorn, C. and Indraratna, B. (2006). Three-dimensional Numerical Modelling of Soft Soil Consolidation Improved by Prefabricated Vertical Drains. Geo-Shanghai 2006, China, Special ASCE Publication, No. 152 (Edited by Porbaha et al., 161-168).



C5 Rujikiatkamjorn C., and Indraratna, B. (2006). Improvement of Soft Clays using vacuum-assisted Consolidation Method. Geo-Congress2006, Atlanta (in CD-R).



C7 Invited Country Report: Indraratna, B, Shahin, M., Rujikiatkamjorn C., and Khabbaz, H. (2005). Tsunami affected Coastal Soil Disturbance and Implications on Reconstruction with Special Reference to Low-cost Dwellings and Rail Tracks. International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Singapore, 64-77.



C8 Keynote Paper: Indraratna, B., Rujikiatkamjorn, C., Sathananthan, I., Shahin, M.A., and Khabbaz, H. (2005) Analytical and numerical solutions for soft clay consolidation using geosynthetic vertical drains with special reference to embankments, 5th Int Geotechnical Engineering Conference, Cairo, Egypt, 55-86.



C9 Indraratna, B., Rujikiatkamjorn C., and Sathananthan, I., (2005). Analytical modeling and field assessment of embankment stabilized with vertical drains and vacuum preloading. Proc of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka Japan, Mill Press, 1049-1052.



C10 Indraratna, B., and Rujikiatkamjorn C., (2004). Mathematical modeling and field evaluation of embankment stabilized with vertical drains incorporating vacuum preloading. The Fifth International Conference on Case Histories in Geotechnical Engineering. New York, Vol. 1, 2.01-2.08.



C11 Indraratna, B., and Rujikiatkamjorn C., (2004). Laboratory Determination of Efficiency of Prefabricated Vertical Drains Incorporating Vacuum Preloading. The 15th Southeast Asian Geotechnical Conference. Bangkok, Thailand, Vol. 1, 453-456.
 

PhD based papers of Mark Locke

Refereed Journal Articles
 

J1 Locke, M. and Indraratna, B. (2002). Filtration of Broadly Graded Soils – The Reduced PSD Method. Geotechnique, Inst. of Civil Engineers, UK, Vol. 52(4), pp. 285-287.



J2 Locke, M. and Indraratna, B. (2001). A New Model for the Behaviour of Granular Filters. Australian Geomechanics Journal, September issue, pp. 31-40.



J3 Locke, M., Indraratna, B. and Adikari, G. (2001). Particle Transport through Granular Filters. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, Issue 6, pp. 521-529.



J4 Indraratna, B., Locke, M. and Adikari, G. (2000). Empirical and Mathematical Methods of Designing Dam Filters. ANCOLD Bulletin, Vol. 115, August Issue, pp. 27-38.



J5 Locke, M., Indraratna, B. (2000). A new model for the behaviour of granular filters. Australian Geomechanics Journal. 35 (3), 31-39



J6 Indraratna, B. & Locke, M. (1999). Design Methods for Granular Filters-Critical Review.Trans. of Inst. of Civil Eng., U.K: Geotechnical Engineering, pp. 137-148.
 

Refereed Conference Proceedings

C1 Keynote Paper: Indraratna, B., Raut, A. and Locke, M (2004). Granular Filters in Embankment Dams-Conceptual Overview and Experimental Investigation. Geo-2004: Int. Conf. on Advances in Geotechnical Engineering with Special Emphasis on Dams, Irbid, Jordan (hosted by Louisiana State University, University of Akron and Jordan University of Science & Technology). ASCE-Geo Institute, pp. 15-34.



C2 Keynote Paper: Indraratna, B. and Locke, M. (2000). Analytical Modeling and Experimental Verification of Granular Filter Behaviour. 3rd International Conference on Filters & Drainage in Geotechnical Engineering, Warsaw, pp. 1-20.



C3 Locke M. R., Indraratna, B. (2000). Analytical Methods in the Analysis of Granular Filters. First Central Asian Geotechnical Conference, Astana, Kazakhstan, May 2000, pp. 234-239.



C4 Locke, M. and Indraratna, B. (1999). Critical Review of Filter Design Methods in Dams, 8th ANZ Conference on Geomechanics, Hobart, Feb.99, Vol. 2, pp. 513-519.



C5 Indraratna, B. and Locke, M. (1999). Empirical and Mathematical Methods of Designing Dam Filters. Australian National Conference on Large Dams (ANCOLD’99), Jindabyne, NSW, Australia, November 99, pp. 240-251.
 

PhD based papers of Joanne Lackenby

Refereed Journal Articles
 

J1 Indraratna, B., Vinod, J.S. and Lackenby, J. (2009). Influence of particle breakage on the resilient modulus of railway ballast, Géotechnique, 59(7), 643-646.



J2 Lackenby, J., Indraratna, B and McDowel, G. (2007). The Role of Confining Pressure on Cyclic Triaxial Behaviour of Ballast. Geotechnique, Institution of Civil Engineers, UK 57(6). 527-536.



J3 Indraratna, B., Lackenby, J., and Christie, D. (2005). Effect of Confining Pressure on the Degradation of Ballast under Cyclic Loading. Geotechnique, Institution of Civil Engineers, UK, 55(4), 325-328.



J4 Indraratna, B., Locke, M. and Adikari, G. (2000). Empirical and Mathematical Methods of Designing Dam Filters. ANCOLD Bulletin, Vol. 115, August Issue, pp. 27-38.

 
Refereed Conference Proceedings

C1 Indraratna, B, Lackenby, J. and Shahin, M. (2007). Cyclic Behavior of Railway Ballast for Modern Trains. 16th Southeast Asian Geotechnical Conference, Malaysia (May 8-11), Edited by Yee, K., Aun, T.O., Hui, T.W., Fatt, C.S., pp. 387-392.



C2 Keynote Paper: Indraratna, B. Khabbaz, H., Salim, W. and Lackenby, J. (2004). Ballast Characteristics and the Effects of Geosynthetics on Rail Track Deformation. International Conference on Geosynthetics in Geotechnical Engineering, Bombay, India (Dec. 2004), pp. 3-12.



C3 Indraratna, B. N., Khabbaz, M. & Lackenby, J. (2003). Behaviour of Railway Ballast Under Dynamic Loads Based on Large-Scale Triaxial Testing. AusRAILPLUS2003 (in CD).
 

Last reviewed: 15 June, 2017