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Sanjay Shrawan Nimbalkar
Sanjay Shrawan Nimbalkar
Senior Lecturer, University of Technology Sydney, Australia
Verified email at uts.edu.au - Homepage
Title
Cited by
Cited by
Year
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
2522010
Seismic passive resistance by pseudo-dynamic method
D Choudhury, S Nimbalkar
Geotechnique 55 (9), 699-702, 2005
2522005
Pseudo-dynamic approach of seismic active earth pressure behind retaining wall
D Choudhury, SS Nimbalkar
Geotechnical and geological engineering 24 (5), 1103-1113, 2006
2352006
Stress-strain degradation response of railway ballast stabilized with geosynthetics
B Indraratna, S Nimbalkar
1732013
Improved performance of railway ballast under impact loads using shock mats
S Nimbalkar, B Indraratna, SK Dash, D Christie
Journal of Geotechnical and Geoenvironmental Engineering 138 (3), 281-294, 2012
1672012
Behavior of geocell-reinforced subballast subjected to cyclic loading in plane-strain condition
B Indraratna, MM Biabani, S Nimbalkar
Journal of Geotechnical and Geoenvironmental Engineering 141 (1), 04014081, 2015
1522015
Behaviour of clay-fouled ballast under drained triaxial testing
B INDRARATNA, N TENNAKOON, S NIMBALKAR, ...
Géotechnique 63 (5), 410-419, 2013
1392013
Seismic stability of reinforced soil-wall by pseudo-dynamic method
SS Nimbalkar, D Choudhury, JN Mandal
Geosynthetics International 13 (3), 111-119p, 2006
1392006
Deformation and degradation mechanisms of railway ballast under high frequency cyclic loading
QD Sun, B Indraratna, S Nimbalkar
Journal of Geotechnical and Geoenvironmental Engineering 142 (1), 04015056, 2016
1322016
The role of ballast fouling characteristics on the drainage capacity of rail substructure
N Tennakoon, B Indraratna, C Rujikiatkamjorn, S Nimbalkar, T Neville
1292012
Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast
QD Sun, B Indraratna, S Nimbalkar
Géotechnique 64 (9), 746-751, 2014
1242014
Seismic rotational displacement of gravity walls by pseudo-dynamic method: passive case
D Choudhury, S Nimbalkar
Soil Dynamics and Earthquake Engineering 27 (3), 242-249, 2007
1042007
The behaviour of ballasted track foundations: Track drainage and geosynthetic reinforcement
B Indraratna, S Nimbalkar, NC Tennakoon
1012010
Improved performance of ballasted rail track using geosynthetics and rubber shockmat
S Nimbalkar, B Indraratna
1002016
Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage
B Indraratna, QD Sun, S Nimbalkar
Canadian Geotechnical Journal 52 (1), 73-86, 2015
982015
Laboratory assessment of the role of particle size distribution on the deformation and degradation of ballast under cyclic loading
B Indraratna, Y Sun, S Nimbalkar
Journal of geotechnical and geoenvironmental engineering 142 (7), 04016016, 2016
842016
Three-dimensional characterisation of particle size and shape for ballast
Y Sun, B Indraratna, S Nimbalkar
Géotechnique Letters 4 (3), 197-202, 2014
832014
Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case
S Nimbalkar, D Choudhury
Soil Dynamics and Earthquake Engineering 27 (6), 497-505, 2007
812007
Seismic rotational displacement of gravity walls by pseudodynamic method
D Choudhury, SS Nimbalkar
International Journal of Geomechanics 8 (3), 169-175, 2008
742008
Determination of active earth pressure on rigid retaining wall considering arching effect in cohesive backfill soil
P Rao, Q Chen, Y Zhou, S Nimbalkar, G Chiaro
International Journal of Geomechanics 16 (3), 04015082, 2016
722016
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