| Swelling behaviour of a geofiber-reinforced expansive soil BVS Viswanadham, BR Phanikumar, RV Mukherjee Geotextiles and Geomembranes 27 (1), 73-76, 2009 | 242 | 2009 |
| Studies on scaling and instrumentation of a geogrid BVS Viswanadham, D König Geotextiles and Geomembranes 22 (5), 307-328, 2004 | 139 | 2004 |
| Centrifuge model tests on geotextile-reinforced slopes BVS Viswanadham, RR Mahajan Geosynthetics International 14 (6), 365-379, 2007 | 118 | 2007 |
| A study on desiccation cracking behavior of polyester fiber-reinforced expansive clay U Chaduvula, BVS Viswanadham, J Kodikara Applied Clay Science 142, 163-172, 2017 | 117 | 2017 |
| Evaluation of tensile strength-strain characteristics of fiber-reinforced soil through laboratory tests PV Divya, BVS Viswanadham, JP Gourc Journal of Materials in civil Engineering 26 (1), 14-23, 2014 | 90 | 2014 |
| Centrifuge modeling of geotextile-reinforced slopes subjected to differential settlements BVS Viswanadham, D König Geotextiles and Geomembranes 27 (2), 77-88, 2009 | 84 | 2009 |
| Centrifuge model tests on the behavior of strip footing on geotextile-reinforced slopes AN Sommers, BVS Viswanadham Geotextiles and Geomembranes 27 (6), 497-505, 2009 | 81 | 2009 |
| Centrifuge model tests on clay based engineered barriers subjected to differential settlements BVS Viswanadham, S Rajesh Applied Clay Science 42 (3-4), 460-472, 2009 | 76 | 2009 |
| Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics DV Raisinghani, BVS Viswanadham Geotextiles and Geomembranes 29 (6), 567-580, 2011 | 69 | 2011 |
| Evaluation of permeability characteristics of a geosynthetic-reinforced soil through laboratory tests DV Raisinghani, BVS Viswanadham Geotextiles and Geomembranes 28 (6), 579-588, 2010 | 62 | 2010 |
| Deformation behavior of clay cap barriers of hazardous waste containment systems: Full-scale and centrifuge tests JP Gourc, S Camp, BVS Viswanadham, S Rajesh Geotextiles and geomembranes 28 (3), 281-291, 2010 | 59 | 2010 |
| Effect of randomly distributed geofibers on the piping behaviour of embankments constructed with fly ash as a fill material A Das, C Jayashree, BVS Viswanadham Geotextiles and Geomembranes 27 (5), 341-349, 2009 | 59 | 2009 |
| Performance evaluation of geogrid reinforced soil walls with marginal backfills through centrifuge model tests S Balakrishnan, BVS Viswanadham Geotextiles and Geomembranes 44 (1), 95-108, 2016 | 58 | 2016 |
| Centrifuge modeling of geosynthetic reinforced clay liners of landfills BVS Viswanadham, HL Jessberger Journal of geotechnical and geoenvironmental engineering 131 (5), 564-574, 2005 | 56 | 2005 |
| Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall D Bhattacherjee, BVS Viswanadham Geosynthetics International 22 (6), 411-427, 2015 | 47 | 2015 |
| Modeling deformation behaviour of clay liners in a small centrifuge BVS Viswanadham, KV Mahesh Canadian Geotechnical Journal 39 (6), 1406-1418, 2002 | 45 | 2002 |
| Evaluation of geogrid as a reinforcement layer in clay based engineered barriers S Rajesh, BVS Viswanadham Applied Clay Science 46 (2), 153-165, 2009 | 43 | 2009 |
| Hydro-mechanical behavior of geogrid reinforced soil barriers of landfill cover systems S Rajesh, BVS Viswanadham Geotextiles and Geomembranes 29 (1), 51-64, 2011 | 42 | 2011 |
| Centrifuge model study on geogrid reinforced soil walls with marginal backfills with and without chimney sand drain BVS Viswanadham, HR Razeghi, J Mamaghanian, C Manikumar Geotextiles and Geomembranes 45 (5), 430-446, 2017 | 38 | 2017 |
| Experiments on the piping behavior of geofiber-reinforced soil A Das, BVS Viswanadham Geosynthetics international 17 (4), 171-182, 2010 | 37 | 2010 |
Rajesh SathiyamoorthyProfessor of Civil Engineering, Indian Institute of Technology KanpurVerified email at iitk.ac.in
