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
306 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
151 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
71 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