Journal Papers
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In review/writing phase
[5] Stochastic quantification of seismic wave scattering considering site-specific SPT borehole data-based nonuniformity and seismic absorbing boundary conditions (R. Kumar). "Earthquake Spectra".
[4] Formulation and implementation of novel seismic absorbing boundary conditions in Abaqus for modeling of a site-specific integral static-dynamic nonlinear soil-structures interaction within a subway station (Shengjie Ma, Mingjie Chi, Jun Zhu, and Ritesh Kumar). "Computers and Geotechnics".
[3] Physics-based site-specific seismic vulnerability assessment of railway embankment using smoothed particle hydrodynamics (N. Mubarak, and R. Kumar). "Transportation Geotechnics".
[2] Smoothed Particle Hydrodynamics based Numerical 1 Investigation to evaluate the effects of Debris Flow on Associated Built Environment (N. Mubarak, P. Kumar, R. Jakka, and R. Kumar). "Landslides".
[1] Serviceability assessment of a monopile foundation for an offshore wind turbine using data assimilation techniques (R. Kumar, S. Cheng, DMG. Taborda, and S. Kontoe). "Computers and Geotechnics".
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Published/Accepted
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[10] Design of PY curves for monopile under extreme operational conditions in the region of Gujarat considering the uncertainty of ground (R. Sujawat and R. Kumar). "Georisk".
[9] Development of Energy-based Site-Specific Correlations to Evaluate Liquefaction Potential (A. Kanth, N. Bishoyi and R. Kumar). "Geotechnical and Geological Engineering".
[8] Effects of Earthquake-Induced Sediment Ejecta on Dynamic Stability of levee Constructed over Liquefiable Ground (A. Kanth and R. Kumar). "Geo Engineering".
[7] Probabilistic Estimation of Earthquake Source Location and Magnitude Using Inverse Analysis of Regional Paleoliquefaction Studies (A. Kanth, N. Bishoyi, and R. Kumar). "Natural Hazards".
[6] Efficacy of a hybrid foundation to mitigate liquefaction-induced effects under strong sequential ground motions (R. Kumar and A. Takahashi). "Springer: Earthquake Engineering and Disaster Mitigation: Contributions in Honour of Prof. DK Paul ".
[5] Reliability assessment of the performance of granular column in a nonuniform liquefiable ground to mitigate the liquefaction-induced ground deformation (R. Kumar and A. Takahashi). "Georisk ".
[4] Reliability assessment of physical modeling of liquefaction-induced effects on shallow foundation considering non-uniformity in the centrifuge model (R. Kumar, K. Kasama, and A. Takahashi). "Computers and Geotechniques (https://doi.org/10.1016/j.compgeo.2020.103558)".
[3] Centrifuge modeling of hybrid foundation to mitigate the liquefaction-induced effects on shallow foundation resting on the liquefiable ground (R. Kumar, M. Sawaishi, K. Horikoshi and A. Takahashi). "Soil and Foundations (https://doi.org/10.1016/j.sandf.2019.11.002)".
[2] Centrifuge testing to investigate the effects of partial saturation on the response of shallow foundation in the liquefiable ground under strong sequential ground motions (R. Kumar, K. Horikoshi, and A. Takahashi). "Soil Dynamics and Earthquake Engineering (https://doi.org/10.1016/j.sandf.2019.11.002)
[1] Inelastic Response Spectrum for Seismic Soil-Pile-Structure Interaction (P.K. Emani, R. Kumar, and V.S. PhaniKant). "International Journal of Geotechnical Earthquake Engineering 7(2):24-34, June 2016".
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Conference Papers (International)
[5] Serviceability assessment of offshore wind foundation under monotonic loading using data assimilation techniques (R. Kumar, S. Cheng, DMG. Taborda, and S. Kontoe), "OSIG SUT, Imperial College London, UK, September, 2023"
[4] Physical Modeling and Reliability Assessment of Effectiveness of Granular Columns in the Nonuniform Liquefiable Ground to Mitigate the Liquefaction-induced Ground Deformation (R. Kumar, and A. Takahashi), "Performance-based Design in Earthquake Geotechnical Engineering Beijing, China, July 2022"
[3] Liquefaction effects on inelastic displacement spectra for spatially variable soil deposits (R. Kumar, K. Horikoshi, and A. Takahashi), "17th World Conference on Earthquake Engineering, Sendai, Japan 2020"
[2] Development of hybrid foundation to mitigate the liquefaction-induced settlement of shallow foundation (R. Kumar, M. Sawaishi, and A. Takahashi), "7th International Conference on Earthquake Geotechnical Engineering, Roma (Italy) 17-20 June 2019"
[1] Study of Interaction between Axial and Lateral Loading on Piles during Seismically Induced Liquefaction (P.K. Emani, R. Kumar, and V.S. PhaniKant), "6th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, August 2016"
Conference Papers (Domestic)
[7] Behavior of monopiles for offshore wind turbines in clayey soil for Gulf of Khambhat region (R. Sujawat and R. Kumar), "Proceedings of 17SEE, IIT Roorkee, November 2022"
[6] Preliminary studies on developing a physics-based smoothed particle hydrodynamics model for landslides (N. Mubarak and R. Kumar), "JMI meeting, Jamia, Delhi, November 2022"
[5] Preliminary studies on developing a physics-based smoothed particle hydrodynamics model for landslides (N. Mubarak and R. Kumar), "Proceedings of 17SEE, IIT Roorkee, November 2022"
[4] Centrifuge testing to investigate the effects of partial saturation on liquefaction-induced settlement of shallow foundation (R. Kumar and A. Takahashi), "Proceedings of 53rd Japan National Conference of Geotechnical Engineering, July 2018"
[3] Numerical simulation of centrifuge test on liquefiable saturated Toyura sand with level ground (R. Kumar and A. Takahashi), "Proceedings of 2017 JAEE Annual Conference, November 2017"
[2] Development of hybrid foundation to mitigate the liquefaction effects under large earthquake (R. Kumar and A. Takahashi), "Proceedings of 2017 Taiwan-Japan Symposium on the Advancement of Urban Earthquake [1] Hazard Mitigation Technology, pp. 113-116, September 2017"
Soil Parametric Study on Behaviour of Monopile (R. Kumar and B. K. Maheshwari), "Proceedings International Conference on Disaster Management (IDRiM-2015) held in New Delhi, October 28-30, 2015"