| Parameters affecting soil–water characteristic curves of fine-grained soils VKS Thakur, S Sreedeep, DN Singh Journal of Geotechnical and Geoenvironmental Engineering 131 (4), 521-524, 2005 | 87 | 2005 |
| Laboratory investigations on extremely high suction measurements for fine-grained soils VKS Thakur, S Sreedeep, DN Singh Geotechnical & Geological Engineering 24, 565-578, 2006 | 86 | 2006 |
| Rapid determination of swelling pressure of clay minerals VKS Thakur, DN Singh Journal of Testing and Evaluation 33 (4), 239-245, 2005 | 54 | 2005 |
| Strain localization in sensitive soft clays V Thakur NTNU, Trondheim, 2007 | 53 | 2007 |
| Characterization of post-failure movements of landslides in soft sensitive clays V Thakur, SA Degago, F Oset, R Aabøe, BK Dolva, K Aunaas, T Nyheim, ... Landslides in Sensitive Clays: From Geosciences to Risk Management, 91-103, 2014 | 41 | 2014 |
| Quickness of sensitive clays V Thakur, SA Degago Géotechnique Letters 2 (3), 87-95, 2012 | 40 | 2012 |
| Numerically observed shear bands in sensitive clays V Thakur Geomechanics and Geoengineering 6 (2), 131-146, 2011 | 36* | 2011 |
| Disintegration energy of sensitive clays V Thakur, SA Degago Géotechnique Letters 3 (1), 20-25, 2013 | 29 | 2013 |
| Calculation of shear band thickness in sensitive clays HP Jostad, L Andresen, V Thakur 6th numerical methods in geotechnical engineering 1, 27-32, 2006 | 28 | 2006 |
| Effect of strain-softening in design of fills on gently inclined areas with soft sensitive clays HP Jostad, P Fornes, V Thakur Landslides in Sensitive Clays: From Geosciences to Risk Management, 305-316, 2014 | 26 | 2014 |
| Shear bands in undrained plane strain compression of Norwegian quick clays V Thakur, S Nordal, G Viggiani, P Charrier Canadian Geotechnical Journal 55 (1), 45-56, 2018 | 23 | 2018 |
| Evaluation of various pedo-transfer functions for developing soil-water characteristic curve of a silty soil VKS Thakur, S Sreedeep, DN Singh Geotechnical Testing Journal 30 (1), 25-30, 2007 | 20 | 2007 |
| Novel Bayesian framework for calibration of spatially distributed physical-based landslide prediction models. I Depina, EA Oguz, V Thakur Computers and Geotechnics 125, 103660, 2020 | 19 | 2020 |
| Runout of landslides in sensitive clays SA Strand, V Thakur, JS L’Heureux, S Lacasse, K Karlsrud, T Nyheim, ... Landslides in sensitive clays: from research to implementation, 289-300, 2017 | 19 | 2017 |
| Sample disturbance in block samples of low plastic soft clays HA Amundsen, V Thakur, A Emdal Proceedings of the 17th Nordic Geotechnical Meeting Challenges in Nordic …, 2016 | 16 | 2016 |
| Comparison of two sample quality assessment methods applied to oedometer test results HA Amundsen, V Thakur, A Emdal Deformation Characteristics of Geomaterials, 923-930, 2015 | 16 | 2015 |
| Laboratory investigation of performance of a screen type debris-flow countermeasure AL Yifru, E Laache, H Norem, S Nordal, V Thakur HKIE Transactions 25 (2), 129-144, 2018 | 15 | 2018 |
| Landslides in sensitive clays V Thakur, JS L’Heureux, A Locat Advances i n Natural and Technological Hazards Research 46, 593, 2017 | 15 | 2017 |
| Quickness test approach for assessment of flow slide potentials V Thakur, SA Degago GEOTECHNICAL ENGINEERING 45 (1), 85-94, 2014 | 15 | 2014 |
| On engineering characterisation of a low plastic sensitive soft clay HA Amundsen, A Emdal, R Sandven, V Thakur GeoQuebec, Quebec, 2015 | 14 | 2015 |
