Journal Publications

1.   Kumar, M. and Chatterjee, K. Modified pseudo-dynamic based soil-structure interaction of caisson with a novel 3D failure wedge. Computers and Geotechnics. DOI: 
2.   Gurung, L. and Chatterjee, K. Evaluation of liquefaction potential of Kolkata city, India: A deterministic approach. Pure and Applied Geophysics. DOI: 10.1007/s00024-022-03193-8 
3.   Singh, A. P. and Chatterjee, K. Influence of seismic motions on the behaviour of cantilever sheet pile wall subjected to infinite uniform surcharge loading. Natural Hazards Review , ASCE. DOI: 10.1061/NHREFO.NHENG-1588 
4.   Kumar, M. and Chatterjee, K. Load sharing behaviour of caisson foundations in layered soil under seismic conditions. International Journal of Geomechanics, ASCE. DOI: 
5.   Kumar, M. and Chatterjee, K. Seismic passive earth pressure resistance for caisson in layered soil using modified pseudo-dynamic approach. International Journal for Numerical and Analytical Methods in Geomechanics. DOI: 
6.   Avinash, L. S., Mishra, A., Balaiah, K. V. and Ojha, C. S. P. A Critical Appraisal of Leachate Recirculation Systems in Bioreactor Landfills. Journal of Hazardous, Toxic, and Radioactive Waste, ASCE. DOI: 10.1061/JHTRBP.HZENG-1186 
7.   Thakur, Y., Tyagi, A. and Sarkar, S. Utilisation of industrial waste phosphogypsum as geomaterial: a review. ASCE Journal of Hazardous, Toxic and Radioactive Waste. DOI: 10.1061/JHTRBP.HZENG-1181 
8.   Kumar, M. and Chatterjee, K. Estimation of seismic passive earth pressure coefficients for caissons in c-ϕ soils with a 3D log-spiral failure wedge. Ocean Engineering. DOI: 
9.   Singh M. and Khalkho P. Prediction of Strength and Modulus of Jointed Rocks Using P-wave Velocity. Geotechnical and Geological Engineering. DOI: 
10.   Singh J., Pradhan S.P., Vishal V., Singh M. Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach. Transportation Geotechnics 40, 100984..  
11.   Venkateswarlu B and Singh M. Shear strength of the soil–rock mixture deposits: applicability of Barton and Kjaernsli shear strength model,. Acta Geotechnica,.  
12.   Majumder D., Viladkar M.N., Singh M. Numerical Modelling of Tunnels Excavated in Squeezing Ground Condition: A Case Study,. Arabian Journal for Science and Engineering, 48 (4), 4657-4673.  
13.   Avinash, L.S. and Mishra, A. Enhancing biogas production in anaerobic digestion of MSW with addition of bio-solids and various moisture sources. Fuel, Elsevier. DOI: 10.1016/j.fuel.2023.129414 
14.   Singh, V. and Mishra, A. Large-Strain Radial Consolidation Analysis Incorporating Soil Smear and Well Resistance Effect. International Journal of Geomechanics, ASCE. DOI: 10.1061/IJGNAI.GMENG-8515 
15.   Tyagi, A. and Tamta, D. Equivalent Design Strengths for Spatially Variable Cement-Treated Soil Slope. ASCE International Journal of Geomechanics. DOI: 10.1061/IJGNAI.GMENG-8207 
16.   Pandey, S. and Tyagi, A. Stability of rectangular tunnel in improved soil surrounded by soft clay. Technopress Geomechanics and Engineering. DOI: 10.12989/gae.2023.34.5.491 
17.   Samanta, K., Maheshwari, P. Influence of harmonic and pulse excitations on response of foundations. International Journal of Geotechnical Engineering. DOI: 10.1080/19386362.2022.2154921 
18.   Samanta, K., Maheshwari, P. Effect of negative phase of pulse loading on response of foundations vibrating under harmonic loads. Mechanics Based Design of Structures and Machines. DOI: 10.1080/15397734.2022.2027782 

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