| Development of intermediate microfabric in kaolin clay and its consolidation behaviour A Sachan, G Vikash, A Prashant Geotechnical and Geological Engineering 31, 23-34, 2013 | 9 | 2013 |
| Lateral Response of Hollow Circular Caisson Embedded in Nonlinear Soils R Rachamadugu, G Vikash International Journal of Geomechanics 22 (2), 04021275, 2022 | 4 | 2022 |
| Calibration of 3-D failure criteria for soils using plane strain shear strength data G Vikash, A Prashant Soil Behavior and Geo-Micromechanics, 86-91, 2010 | 4 | 2010 |
| Consolidation characteristics of clay using constant rate of deformation test A Prashant, G Vikash Golden Jubilee Conference of the IGS Bangalore chapter, Geo-Innovations, 30-31, 2014 | 3 | 2014 |
| Significance of interface modeling in the analysis of laterally loaded deep foundations R Rachamadugu, G Vikash Recent Advances in Computational Mechanics and Simulations: Volume-I …, 2021 | 2 | 2021 |
| Issues in modeling the stress-strain behavior of Kaolin Clay with dispersed microfabric G Vikash, A Prashant The 12th International Conference of IACMAG, 2008 | 2 | 2008 |
| Uncertainties in vertical stress distribution in spatially varying random elastic half-space S Singhai, G Vikash International Journal of Geomechanics 22 (5), 04022035, 2022 | 1 | 2022 |
| Effect of soil spatial variability on lateral response of well foundation embedded in linear elastic soil R Rachamadugu, S Singhai, G Vikash Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume …, 2020 | 1 | 2020 |
| Alternative analytical solution of consolidation at constant rate of deformation G Vikash, R Rachamandugu Geotechnical and Geological Engineering 37, 1643-1659, 2019 | 1 | 2019 |
| Issues in Interpretation of Constant Rate of Strain Consolidation Test Data G Vikash, R Rachamadugu Advancements on Sustainable Civil Infrastructures: Proceedings of the 5th …, 2019 | 1 | 2019 |
| An Assessment of Codal Provisions for Analysis of Laterally Loaded Well foundations R Rachamandugu, G Vikash Indian Geotechnical Journal 51, 262-285, 2021 | | 2021 |
| Effect of Soil Spatial Variability on Lateral Response of Well Foundation Embedded in Linear Elastic Soil R R, S S, V G International Association for Computer Methods and Advances in Geomechanics …, 2019 | | 2019 |
| Advancements on Sustainable Civil Infrastructures: Proceedings of the 5th GeoChina International Conference 2018–Civil Infrastructures Confronting Severe Weathers and Climate … D Chen, S Kim, A Tapase Springer, 2018 | | 2018 |
| Comparative Study of Methods of Analysis of Laterally Loaded Well Foundation VG Rachamadugu R. Indian Geotechnical Conference 2018, 13-15 December 2018, Indian Institute …, 2018 | | 2018 |
| Transitional Plasticity Compression Model for Clays G Vikash Geo-China 2016, 217-224, 2016 | | 2016 |
| Vertical Stress under Point Load on Cross-Anisotropic Elastic Half-Space with Reduced Parameter Material Model A Prashant, A Srivastava, G Vikash Soil Behavior and Geo-Micromechanics, 80-85, 2010 | | 2010 |
| Insights on 2D versus 3D Modeling of Strip Loading on Spatially Varying Random Soil Domain A Singhal, G Vikash, S Singhai Geo-Congress 2023, 134-141, 0 | | |
