| Shear behaviour of railway ballast based on large scale triaxial testing B Indraratna, D Ionescu, HD Christie | 533 | 1998 |
| Advanced rail geotechnology-ballasted track B Indraratna, W Salim, C Rujikiatkamjorn CRC press, 2011 | 493 | 2011 |
| Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading J Lackenby, B Indraratna, G McDowell, D Christie Géotechnique 57 (6), 527-536, 2007 | 370 | 2007 |
| Effect of confining pressure on the degradation of ballast under cyclic loading B Indraratna, J Lackenby, D Christie Geotechnique 55 (4), 325-328, 2005 | 367 | 2005 |
| Numerical modeling of vertical drains with smear and well resistance installed in soft clay B Indraratna, IW Redana Canadian Geotechnical Journal 37 (1), 132-145, 2000 | 349 | 2000 |
| Plane-strain modeling of smear effects associated with vertical drains B Indraratna, IW Redana Journal of Geotechnical and Geoenvironmental Engineering 123 (5), 474-478, 1997 | 331 | 1997 |
| Laboratory determination of smear zone due to vertical drain installation B Indraratna, IW Redana Journal of geotechnical and geoenvironmental engineering 124 (2), 180-184, 1998 | 316 | 1998 |
| Experimental and numerical study of railway ballast behavior under cyclic loading B Indraratna, PK Thakur, JS Vinod International Journal of Geomechanics 10 (4), 136-144, 2010 | 300 | 2010 |
| Large-scale triaxial testing of grey wacke rockfill B Indraratna, LSS Wijewardena, AS Balasubramaniam Geotechnique 43 (1), 37-51, 1993 | 300 | 1993 |
| Field assessment of the performance of a ballasted rail track with and without geosynthetics B Indraratna, S Nimbalkar, D Christie, C Rujikiatkamjorn, J Vinod Journal of geotechnical and geoenvironmental engineering 136 (7), 907-917, 2010 | 246 | 2010 |
| A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage W Salim, B Indraratna Canadian Geotechnical Journal 41 (4), 657-671, 2004 | 239 | 2004 |
| Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation B Indraratna, H Khabbaz, W Salim, D Christie Proceedings of the Institution of Civil Engineers-Ground Improvement 10 (3 …, 2006 | 220 | 2006 |
| Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading B Indraratna, C Rujikiatkamjorn, I Sathananthan Canadian Geotechnical Journal 42 (4), 994-1014, 2005 | 218 | 2005 |
| Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation B Indraratna, NT Ngo, C Rujikiatkamjorn, JS Vinod | 217 | 2014 |
| Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum reloading B Indraratna, I Sathananthan, C Rujikiatkamjorn, AS Balasubramaniam | 212 | 2005 |
| Performance of test embankment constructed to failure on soft marine clay B Indraratna, AS Balasubramaniam, S Balachandran | 209 | 1992 |
| Mechanics of ballasted rail tracks: a geotechnical perspective B Indraratna, W Salim CRC Press, 2005 | 188 | 2005 |
| Modelling of particle breakage of coarse aggregates incorporating strength and dilatancy B Indraratna, W Salim Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2002 | 187 | 2002 |
| Radial consolidation of clay using compressibility indices and varying horizontal permeability B Indraratna, C Rujikiatkamjorn, I Sathananthan Canadian Geotechnical Journal 42 (5), 1330-1341, 2005 | 185 | 2005 |
| Analytical model for the design of grouted rock bolts B Indraratna, PK Kaiser International Journal for Numerical and Analytical Methods in Geomechanics …, 1990 | 178 | 1990 |
Sanjay Shrawan NimbalkarSenior Lecturer, University of Technology Sydney, AustraliaVerified email at uts.edu.au
