JOURNALS: 

1. Chakraborty, M. and Kumar, J. (2014). “Lower bound axisymmetric formulation for geomechanics problems using nonlinear optimization.” International Journal of Geomechanics, 10.1061/(ASCE)GM.1943-5622.0000454 , 06014024. 
2. Chakraborty, M. and Kumar, J. (2014). “Bearing capacity of circular foundations reinforced with geogrid sheets.” Soils and Foundation, 54(4), 820–832.
3. Chakraborty, M. and Kumar, J. (2015). “Lower bound axisymmetric limit analysis using Drucker-Prager yield cone and simulation with Mohr-Coulomb pyramid.” International Journal of Computational Methods, DOI: 10.1142/ S021987621 5500231. 
4. Chakraborty, M. and Kumar, J. “Bearing capacity factors for a conical footing using lower and upper bound finite elements limit analysis.” Canadian Geotechnical Journal, 10.1139/cgj-2014-0507.
5. Kumar, J., and Chakraborty, M. (2014). “Upper-bound axisymmetric limit analysis using the Mohr-Coulomb yield criterion, finite elements, and linear optimization.” Journal of Engineering Mechanics, ASCE,140(12), 06014012.
6. Kumar, J., Chakraborty, M. and Sahoo, J.P. (2014). “Stability of unsupported vertical circular excavations.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE,140(7), 04014028. 
7. Kumar, J. and Chakraborty, M. (2015). “Bearing capacity factors for ring foundations.” Journal of Geotechnical and Geoenvironmental Engineering, DOI: 10.1061/(ASCE)GT.1943-5606.0001345. 
8. Kumar, J. and Chakraborty, M. (2015). “Bearing capacity of a circular foundation on sand-clay layered media.” Soils and Foundations. 55(5), 1058-1068.
9. Chakraborty, M. and Kumar, J. (2015). “Bearing capacity of circular footings over rock mass by using lower  bound finite elements limit analysis.” Computers and Geotechnics, 70, 138-149. 
10. Chakraborty, M. and Kumar, J. (2016).“Reply to the comments on: Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis.” Computers and Geotechnics, 73, 235-237 
11. Chakraborty, M. and Kumar, J. (2017). “The size effect of a conical footing on N γ .” Computers and Geotechnics. 76, 212-221.
12. Chakraborty, M. and Prasad, SD. (2019). "Determination of bearing capacity factor Nc for circular piles in clays by using lower bound finite element analysis." International Journal of Geotechnical Engineering, 15 (10), 1325-1331.
13. Chakraborty, M. and Kumar, J. (2019). "Lower bound limit analysis using nonlinear optimization for solving axisymmetric problems using Hoek-Brown yield criterion." International Journal of Geotechnical Engineering, 15 (1), 28-39.
14. Kumar, P. and Chakraborty, M. (2020). Seismic Bearing Capacity of Rough Strip Footing Placed Over Geogrid-Reinforced Two-Layer Sands. International Journal of Geomechanics 20 (10), 06020029
15. Sarkar, S. and Chakraborty, M. (2020). Pseudostatic Stability Analysis of Rock Slopes using Variational Method. Indian Geotechnical Journal, 51 (5), 935-951.
16. Prasad, S.D. and Chakraborty, M.  (2021). Bearing capacity of ring footing resting on two-layered soil. Computers and Geotechnics, 134 (104088).
17. Sarkar, S. and Chakraborty, M. (2021). Stability analysis for two-layered slopes by using the strength reduction method. International Journal of Geo-Engineering. 12 (1), 1-22.
18. Singh, A. and Chakraborty, M. (2021). Numerical analysis of 1-D consolidation of two-layered soils with different initial excess pore water pressure. Geotechnical and Geological Engineering. 
19. A Singh, D Singh, M Chakraborty. (2021). Effect of various initial excess pore water pressure distributions on 1-D consolidation of clays. International Journal of Geotechnical Engineering, 16 (1), 123-132.
20. Singh, A. and Chakraborty, M. (2021). Simulating one-dimensional consolidation of clays with non-Darcian flow by using Newton-Raphson technique. Indian Geotechnical Journal, 1-14.
21. Prasad, S.D. and Chakraborty, M.  (2021). Behaviour of ring footing on two-layered soil due to various loading positions. International Journal of Geomechanics. 22(5), 04022049.
22. Satwik Chivukula and Chakraborty, M.  (2022). Numerical analysis of one-dimensional consolidation of soft clays subjected to cyclic loading and non-Darcian flow. Computers and Geotechnics.
23. Prasad, S.D. and Chakraborty, M.  (2022).  Upper bound collapse load of strip footing resting on unsaturated sands. International Journal of Geomechanics. 23 (4), 04023016
24. Sarkar, S. and Chakraborty, M. (2022). Stability analysis of homogeneous unsaturated soil slopes by using variational method. Sadhana, 47(4), 1-21.
25. Roy, S. and Chakraborty, M. (2023). Unsaturated bearing capacity of strip foundations by using the upper bound rigid block method. Computers and Geotechnics 156, 105260
26. Sarkar, S., Eshwaree, S., and Chakraborty, M. (2023). Revisiting lateral earth pressures for retaining wall backfilled with unsaturated soil. Geotechnical and Geological Engineering. 1-22
27. Sarkar, S. and Chakraborty, M. (2023).Effect of transient flow and pseudo-static forces on the lateral earth pressures developed in retained unsaturated backfills. Sadhana. 48(3), 161.
28. Singh, A. and Chakraborty, M. (2024). Combined Effect of Non-Darcian Flow and Semi-Permeable Drainage Boundaries on One–Dimensional Consolidation of Unsaturated Soil. International Journal of Geomechanics.

CONFERENCE / WORKSHOP:

1. Chakraborty, M. and Kumar, J. (2013). “Bearing capacity of strip footing using lower bound finite element analysis and non-linear optimization program.” Topical Problems in Theoretical and Applied Mechanics: 4th Indo-Russia Workshop. IIT Madras. 11-15th Nov., 378-389. 
2. Kumar, P. and Chakraborty, M. (2019). “ Bearing capacity of shallow circular and strip foundation resting on two layered clays.” International Association for Computer Methods and Advances in Geomechanics, IIT Gandhinagar, 5-7^th March, 2019. (Accepted).
3. Sarkar, S. and Chakraborty, M. (2019). “Pseudostatic Slope stability analysis for cohesive-frictional soil by using variational method.” International Association for Computer Methods and Advances in Geomechanics, IIT Gandhinagar, 5-7^th March, 2019. (Accepted).
4. Singh, A. and Chakraborty, M. (2019). “Effect of strain rate on strength behaviour of cohesionless soil.” International Association for Computer Methods and Advances in Geomechanics, IIT Gandhinagar, 5-7^th March, 2019. (Accepted).
5. Sarkar, S. and Chakraborty, M. (2019). “Pseudostatic Slope stability analysis in two-layered soil by using variational method.”Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (7th ICEGE, Rome), 4857-4864.
6. Kumar, P. and Chakraborty, M. (2019). “Seismic bearing capacity of shallow strip footing resting on two layered sands.” Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (7th ICEGE, Rome), 3474-3482.
7. Singh, A. and Chakraborty, M. (2019). Review on Rowe’s Stress-Dilatancy relationship Indian Conference on Geotechnical and Geoenvironmental Engineering (ICGGE-2019), MNNIT Allahabad, March 01-02, 2019.
8. Sarkar, S. and Chakraborty, M. (2021). “Seismic stability of non-homogenous cohesive soil by using calculus of variation." 7th Int. Conf. on Recent Adv. in Geotech. Earthq. Engg.
9. Singh, A. and Chakraborty, M. (2021). “One-dimensional consolidation analysis by assuming Trapezoidal initial pore water pressure distribution.” Proceedings of the 3^rd International Conference in Geotechnical Engineering, Colombo.
10. Singh, A. and Chakraborty, M. (2022). “Numerical analysis of one-dimensional consolidation of unsaturated soil with non-Darcian fluid flow.” 20^th International Conference on Soil Mechanics and Geotechnical Engineering. Sydney.
11. Roy S. Sarkar, S. and Chakraborty, M. (2022). Stability Analysis of Unsaturated Embankment by Upper Bound Limit Analysis. GeoTrans-2022
12. Singh, A. and Chakraborty, M. (2023). Consolidation analysis in unsaturated soils with non-Darcian flow. Geotechnics for Sustainable Infrastructure Development - Geotec Hanoi 2023, Phung (Edt). ISBN.
13. Chakraborty, M., Roy S., and Prasad, S.D. (2023). Unsaturated Bearing Capacity of Strip Foundation from Upper Bound Limit Analysis. ICCMS 2023, IIT Gandhinagar