| On equivalent granular void ratio and steady state behaviour of loose sand with fines MM Rahman, SR Lo, CT Gnanendran Canadian Geotechnical Journal 45 (10), 1439-1456, 2008 | 302 | 2008 |
| Modified state parameter for characterizing static liquefaction of sand with fines DC Bobei, SR Lo, D Wanatowski, CT Gnanendran, MM Rahman Canadian Geotechnical Journal 46 (3), 281-295, 2009 | 150 | 2009 |
| An experimental study of a footing located on a sloped fill: influence of a soil reinforcement layer APS Selvadurai, CT Gnanendran Canadian Geotechnical Journal 26 (3), 467-473, 1989 | 121 | 1989 |
| Linkage between static and cyclic liquefaction of loose sand with a range of fines contents MAL Baki, MM Rahman, SR Lo, CT Gnanendran Canadian Geotechnical Journal 49 (8), 891-906, 2012 | 79 | 2012 |
| Calculated and observed behaviour of a reinforced embankment over soft compressible soil RK Rowe, CT Gnanendran, AO Landva, AJ Valsangkar Canadian Geotechnical Journal 33 (2), 324-338, 1996 | 75 | 1996 |
| Laboratory assessment of electro-osmotic stabilization of soft clay V Jeyakanthan, CT Gnanendran, SCR Lo Canadian Geotechnical Journal 48 (12), 1788-1802, 2011 | 70 | 2011 |
| Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model MR Karim, CT Gnanendran, SCR Lo, J Mak Canadian Geotechnical Journal 47 (2), 244-257, 2010 | 68 | 2010 |
| Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines” MM Rahman, SR Lo, CT Gnanendran Canadian Geotechnical Journal 46 (4), 483-486, 2009 | 64 | 2009 |
| Strain measurement and interpretation of stabilising force in geogrid reinforcement CT Gnanendran, APS Selvadurai Geotextiles and Geomembranes 19 (3), 177-194, 2001 | 64 | 2001 |
| Construction and performance of a full-scale geotextile reinforced test embankment, Sackville, New Brunswick RK Rowe, CT Gnanendran, AO Landva, AJ Valsangkar Canadian Geotechnical Journal 32 (3), 512-534, 1995 | 60 | 1995 |
| Characterization of cementitiously stabilized granular materials for pavement design using unconfined compression and IDT testings with internal displacement measurements J Piratheepan, CT Gnanendran, SCR Lo Journal of Materials in Civil Engineering 22 (5), 495-505, 2010 | 57 | 2010 |
| The influence of compaction method and density on the strength and modulus of cementitiously stabilised pavement materials GW White, CT Gnanendran International Journal of Pavement Engineering 6 (2), 97-110, 2005 | 53 | 2005 |
| Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains SR Lo, J Mak, CT Gnanendran, R Zhang, G Manivannan Canadian Geotechnical Journal 45 (8), 1073-1091, 2008 | 52 | 2008 |
| Determination of fatigue life of a granular base material lightly stabilized with slag lime from indirect diametral tensile testing CT Gnanendran, J Piratheepan Journal of Transportation Engineering 136 (8), 736-745, 2010 | 51 | 2010 |
| Characterisation of a lightly stabilised granular material by indirect diametrical tensile testing CT Gnanendran, J Piratheepan International Journal of Pavement Engineering 9 (6), 445-456, 2008 | 49 | 2008 |
| Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis MR Karim, G Manivannan, CT Gnanendran, SCR Lo Canadian Geotechnical Journal 48 (5), 741-753, 2011 | 46 | 2011 |
| Determination of and from IDT and Unconfined Compression Testing and Numerical Analysis J Piratheepan, CT Gnanendran, A Arulrajah Journal of materials in civil engineering 24 (9), 1153-1164, 2012 | 41 | 2012 |
| Influence of using a creep, rate, or an elastoplastic model for predicting the behaviour of embankments on soft soils CT Gnanendran, G Manivannan, SCR Lo Canadian Geotechnical Journal 43 (2), 134-154, 2006 | 38 | 2006 |
| Recycled aggregate for pavement construction and the influence of stabilisation CT Gnanendran, LJ Woodburn Publication of: ARRB Transport Research, Limited, 2003 | 38 | 2003 |
| Geotextile strain in a full scale reinforced test embankment RK Rowe, CT Gnanendran Geotextiles and Geomembranes 13 (12), 781-806, 1994 | 35 | 1994 |
