| Analysis of buried pipelines subjected to reverse fault motion S Joshi, A Prashant, A Deb, SK Jain Soil Dynamics and Earthquake Engineering 31 (7), 930-940, 2011 | 193 | 2011 |
| Effect of intermediate principal stress on overconsolidated kaolin clay A Prashant, D Penumadu Journal of Geotechnical and Geoenvironmental Engineering 130 (3), 284-292, 2004 | 85 | 2004 |
| A laboratory study of normally consolidated kaolin clay A Prashant, D Penumadu Canadian geotechnical journal 42 (1), 27-37, 2005 | 52 | 2005 |
| Effect of microfabric on mechanical behavior of kaolin clay using cubical true triaxial testing A Prashant, D Penumadu Journal of geotechnical and Geoenvironmental Engineering 133 (4), 433-444, 2007 | 45 | 2007 |
| Soil nailing for stabilization of steep slopes near railway tracks A Prashant, M Mukherjee Research Design and Standard Organization (RDSO), Lucknow, Indian Istitute …, 2010 | 42 | 2010 |
| Stress-state dependency of small-strain shear modulus in silty sand and sandy silt of Ganga A Prashant, D Bhattacharya, S Gundlapalli Géotechnique 69 (1), 42-56, 2019 | 26 | 2019 |
| Nonlinear dynamic analysis and seismic coefficient for abutments and retaining walls C Kolay, A Prashant, SK Jain Earthquake Spectra 29 (2), 427-451, 2013 | 26 | 2013 |
| Simplified seismic analysis of soil–well–pier system for bridges G Mondal, A Prashant, SK Jain Soil Dynamics and Earthquake Engineering 32 (1), 42-55, 2012 | 24 | 2012 |
| Seismic analysis of nailed soil slope considering interface effects D Chavan, G Mondal, A Prashant Soil Dynamics and Earthquake Engineering 100, 480-491, 2017 | 20 | 2017 |
| Estimation of the linear spring constant for a laterally loaded monopile embedded in nonlinear soil S Rani, A Prashant International Journal of Geomechanics 15 (6), 04014090, 2015 | 20 | 2015 |
| Effect of overconsolidation and anisotropy of kaolin clay using true triaxial testing A Prashant, D Penumadu Soils and foundations 45 (3), 71-82, 2005 | 18 | 2005 |
| Three-dimensional mechanical behavior of kaolin clay with controlled microfabric using true triaxial testing A Prashant The University of Tennessee, 2004 | 16 | 2004 |
| Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key PR Jadhav, A Prashant Soil Dynamics and Earthquake Engineering 130, 105966, 2020 | 15 | 2020 |
| Instability analysis of sand under undrained biaxial loading with rigid and flexible boundary M Mukherjee, A Gupta, A Prashant International Journal of Geomechanics 17 (1), 04016042, 2017 | 14 | 2017 |
| Significance of interface nonlinearity on the seismic response of a well-pier system in cohesionless Soil G Mondal, A Prashant, SK Jain Earthquake spectra 28 (3), 1117-1145, 2012 | 14 | 2012 |
| A rate-dependent model for sand to predict constitutive response and instability onset M Mukherjee, A Gupta, A Prashant Acta Geotechnica 16, 93-111, 2021 | 12 | 2021 |
| GPR data analysis of weak signals using modified S-transform S Agrawal, NV George, A Prashant Geotechnical and Geological Engineering 33, 1167-1182, 2015 | 12 | 2015 |
| Drained instability analysis of sand under biaxial loading using a 3D material model M Mukherjee, A Gupta, A Prashant Computers and Geotechnics 79, 130-145, 2016 | 11 | 2016 |
| Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress A Prashant, D Penumadu Acta Geotechnica 10, 607-622, 2015 | 10 | 2015 |
| Single hardening elasto-plastic model for kaolin clay with loading-history-dependent plastic potential function H Lin, A Prashant, D Penumadu International Journal of Geomechanics 6 (1), 55-63, 2006 | 10 | 2006 |
Debayan Bhattacharya, PhDAssistant Professor, Indian Institute of Technology Delhi, IndiaVerified email at civil.iitd.ac.in
