Publications

 

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Refereed Journals: (Total number 70)

1.      Das, S., and Chakraborty, D. (2023). “Effect of surface crack and undercut on the stability of cliff.Theoretical and Applied Fracture Mechanics, Elsevier, 127, 104018-1-14.

2.      Krishnan, K., and Chakraborty, D. (2023). “Probabilistic seismic passive resistance of hunchback retaining wall considering spatial variability.” Computers and Geotechnics, Elsevier, 154, 105154-1-16.

3.      Halder, K., and Chakraborty, D. (2023). “Estimation of seismic active earth pressure on reinforced retaining wall using lower bound limit analysis and modified pseudo-dynamic method.” Geotextiles and Geomembranes, Elsevier, 51(1), 100-116.

4.      Chakraborty, D. (2023). “Probabilistic uplift resistance of pipe buried in spatially random cohesionless soil.” Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 93(2), 355-368.

5.      Choudhuri, K., and Chakraborty, D. (2023). “Risk assessment of the three-dimensional bearing capacity of a circular footing resting on spatially variable sandy soil.Iranian Journal of Science and Technology, Transactions of Civil Engineering, Springer, DOI: 10.1007/s40996-023-01129-3. (Published online)

6.      Kola, N., Roy, D., and Chakraborty, D. (2023). “Estimation of short-term settlements of MSW landfill materials using shear wave velocity.” Soils and Rocks, 46(3), e2023078521-1-7.

7.      Mandal, S., Krishnan, K., and Chakraborty, D. (2023). “Bearing capacity of well foundation using lower bound finite element limit analysis.Journal of The Institution of Engineers (India): Series A, Springer, 104(1), 19-28.

8.      Majumder, M., and Chakraborty, D. (2022). “Under-reamed pile-soil interaction in sand under lateral loading: A three-dimensional numerical study.Ocean Engineering, Elsevier, 263, 112398-1-15.

9.      Choudhuri, K., and Chakraborty, D. (2022). “Probabilistic analyses of three-dimensional circular footing resting on two-layer c–ϕ soil system considering soil spatial variability.Acta Geotechnica, Springer, 17(12), 5739-5758.

10.  Krishnan, K., and Chakraborty, D. (2022). Probabilistic study on the bearing capacity of strip footing subjected to combined effect of inclined and eccentric loads. Computers and Geotechnics, Elsevier, 141, 104505-1-12.

11.  Das, S., and Chakraborty, D. (2022). “Effect of soil and rock interface friction on the bearing capacity of strip footing placed on soil overlying Hoek-Brown rock mass.International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 22(1), 04021257-1-14.

12.  Krishnan, K., Halder, K., and Chakraborty, D. (2022). “Probabilistic shakedown analysis of cohesive soil under moving surface loads considering wheel-soil interface friction.Road Materials and Pavement Design, Taylor and Francis, 23(6), 1329-1344.

13.  Das, S., Halder, K., and Chakraborty, D. (2022). “Seismic bearing capacity of shallow embedded strip footing on rock slopes.Geomechanics and Engineering, Techno-Press, 30(2), 123-138.

14.  Das, S., Halder, K., and Chakraborty, D. (2022). “Bearing capacity of interfering strip footings on rock mass.Geomechanics and Geoengineering: An International Journal, Taylor and Francis, 17(3), 883-895.

15.  Das, S., and Chakraborty, D. (2022). “Effect of undercut on the lower bound stability of vertical rock escarpment using finite element and power cone programming.Frontiers of Structural and Civil Engineering, Springer, 16(8), 1040-1055.

16.  Majumder, M., and Chakraborty, D. (2022). “Uplift capacity and failure mechanism of under-reamed piles in clay based on lower bound finite element limit analysis.Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 92(4), 647-658.

17.  Majumder, M., and Chakraborty, D. (2022). “Bearing capacity of under-reamed piles in clay using lower bound finite element limit analysis.” International Journal of Geotechnical Engineering, Taylor and Francis, 16(9), 1104-1115.

18.  Majumder, M., Chakraborty, D., and Kumawat, V. (2022). “Model test study on single and group under-reamed piles in sand under compression and tension.Innovative Infrastructure Solutions, Springer, 7(1), 129-1-11.

19.  Majumder, M., and Chakraborty, D. (2021). “Effects of scour-hole depth on the bearing and uplift capacities of under-reamed pile in clay.Ocean Engineering, Elsevier, 240, 109927-1-12.

20.  Majumder, M., and Chakraborty, D. (2021). “Effects of scour-hole dimensions and bulb positions on the lateral response of under-reamed pile in soft clay.Applied Ocean Research, Elsevier, 117, 102942-1-15.

21.  Das, S., and Chakraborty, D. (2021). “Effect of interface adhesion factor on the bearing capacity of strip footing placed on cohesive soil overlying rock mass.Frontiers of Structural and Civil Engineering, Springer, 15(6), 1494-1503.

22.  Krishnan, K., and Chakraborty, D. (2021). Seismic bearing capacity of strip footing over spatially random soil using modified pseudo-dynamic approach. Computers and Geotechnics, Elsevier, 136, 104219-1-13.

23.  Majumder, M., and Chakraborty, D. (2021). “Bearing and uplift capacities of under-reamed piles in soft clay underlaid by stiff clay using lower-bound finite element limit analysis.Frontiers of Structural and Civil Engineering, Springer, 15(2), 537-551.

24.  Majumder, M., and Chakraborty, D. (2021). “Bearing capacity of tapered piles in clay under undrained condition.International Journal of Geotechnical Engineering, Taylor and Francis, 15(6), 767-773.

25.  Majumder, M., and Chakraborty, D. (2021). “Threedimensional numerical analysis of underreamed pile in clay under lateral loading.Innovative Infrastructure Solutions, Springer, 6(2), 55-1-17.

26.  Choudhuri, K., and Chakraborty, D. (2021). “Probabilistic bearing capacity of a pavement resting on fibre reinforced embankment considering soil spatial variability.Frontiers in Built Environment, 7, 628016-1-13, DOI: 10.3389/fbuil.2021.628016.

27.  Halder, K., and Chakraborty, D. (2020). Effect of inclined and eccentric loading on the bearing capacity of strip footing placed on the reinforced slope. Soils and Foundations, Elsevier, 60(4), 791-799.

28.  Halder, K., and Chakraborty, D. (2020). Probabilistic bearing capacity of strip footing on reinforced anisotropic soil slope. Geomechanics and Engineering, Techno-Press, 23(1), 15-30.

29.  Halder, K., and Chakraborty, D. (2020). Influence of soil spatial variability on the response of strip footing on geocell-reinforced slope. Computers and Geotechnics, Elsevier, 122, 103533-1-13.

30.  Chakraborty, D. (2020). “Stability of an unsupported vertical trench in sloping ground.” Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 90(2), 345-351.

31.  Chakraborty, D. (2019). “Use of a non-associated flow rule for determining the stability of a vertical circular excavation.” Acta Geotechnica, Springer, 14(1), 247-252.

32.  Halder, K., and Chakraborty, D. (2019). Probabilistic bearing capacity of strip footing on reinforced soil slope. Computers and Geotechnics, Elsevier, 116, 103213-1-11.

33.  Halder, K., and Chakraborty, D. (2019). Effect of interface friction angle between soil and reinforcement on the bearing capacity of strip footing placed on the reinforced slope. International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 19(5), 06019008-1-20.

34.  Halder, K., and Chakraborty, D. (2019). Seismic bearing capacity of strip footing placed on a reinforced slope. Geosynthetics International, Institution of Civil Engineers, UK, 26(5), 474-484.

35.  Halder, K., Chakraborty, D., and Dash, S. K. (2019). “Bearing capacity of a strip footing situated on soil slope using a non-associated flow rule in lower bound limit analysis.International Journal of Geotechnical Engineering, Taylor and Francis, 13(2), 103-111.

36.  Krishnan, K., Halder, K., and Chakraborty, D. (2019). “Seismic bearing capacity of a strip footing over an embankment of anisotropic clay.Frontiers in Built Environment, 5, 134-1-10, DOI: 10.3389/fbuil.2019.00134.

37.  Chakraborty, D. (2018). “Lateral resistance of buried pipeline in c-f soil.” Journal of Pipeline Systems – Engineering and Practice, American Society of Civil Engineers (ASCE), 9(1), 06017006-1-7.

38.  Halder, K., and Chakraborty, D. (2018). Bearing capacity of strip footing placed on the reinforced soil slope. International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 18(11), 06018025-1-15.

39.  Banerjee, S. K., and Chakraborty, D. (2018). “Behavior of twin tunnels under different physical conditions.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 18(8), 06018018-1-16.

40.  Banerjee, S. K., and Chakraborty, D. (2018). “Stability analysis of a circular tunnel underneath a fully liquefied soil layer.” Tunnelling and Underground Space Technology, Elsevier, 78, 84-94.

41.  Banerjee, S. K., and Chakraborty, D. (2018). “Stability of long circular tunnels in sloping ground.” Geomechanics and Geoengineering: An International Journal, Taylor and Francis, 13(2), 104-114.

42.  Halder, K., and Chakraborty, D. (2018). Probabilistic stability analyses of reinforced slope subjected to strip loading. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 49(4), 92-99.

43.  Banerjee, S. K., and Chakraborty, D. (2017). “Influence of undercut and surface crack on the stability of a vertical escarpment.” Geomechanics and Engineering, Techno-Press, 12(6), 965-981.

44.  Chakraborty, D., and Sawant, A. S. (2017). “Seismic bearing capacity of strip footing above an unsupported circular tunnel in undrained clay.” International Journal of Geotechnical Engineering, Taylor and Francis, 11(1), 97-105.

45.  Chakraborty, D., and Kumar, J. (2017). “Stability numbers for a vertical circular excavation with surcharge.” Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 87(1), 115-123.

46.  Banerjee, S. K., and Chakraborty, D. (2016). “Seismic stability of a long unlined circular tunnel in sloping ground.” Canadian Geotechnical Journal, NRC Research Press, 53(8), 1346-1352.

47.  Chakraborty, D., and Mahesh, Y. (2016). “Seismic bearing capacity of strip footings on an embankment by using lower bound limit analysis.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 16(3), 06015008-1-11.

48.  Chakraborty, D., and Kumar, J. (2016). “Uplift resistance of interfering buried pipelines in sand.” Journal of Pipeline Systems – Engineering and Practice, American Society of Civil Engineers (ASCE), 7(1), 06015002-1-9.

49.  Chakraborty, D. (2016). “Bearing capacity of strip footings by incorporating a non-associated flow rule in lower bound limit analysis.” International Journal of Geotechnical Engineering, Taylor and Francis, 10(3), 311-315.

50.  Chakraborty, D., and Kumar, J. (2015). “Bearing capacity of circular footings on reinforced soils.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 15(1), 04014034-1-9.

51.  Chakraborty, D., and Kumar, J. (2015). “Seismic bearing capacity of shallow embedded foundations on sloping ground surface.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 15(1), 04014035-1-8.

52.  Chakraborty, D., and Kumar, J. (2015). “Use of von Mises yield criterion for solving axisymmetric stability problems.Geomechanics and Geoengineering: An International Journal, Taylor and Francis, 10(3), 234-241.

53.  Chakraborty, D., and Kumar, J. (2014). “Solving axisymmetric stability problems by using upper bound finite elements limit analysis and linear optimization.” Journal of Engineering Mechanics, American Society of Civil Engineers (ASCE), 140(6), 06014004-1-9.

54.  Chakraborty, D., and Choudhury, D. (2014). “Stability of non-vertical waterfront retaining wall supporting inclined backfill under earthquake and tsunami.” Ocean Engineering, Elsevier, 78, 1-10.

55.  Chakraborty, D., and Choudhury, D. (2014). “Sliding stability of non-vertical waterfront retaining wall supporting inclined backfill subjected to pseudo-dynamic earthquake forces.” Applied Ocean Research, Elsevier, 47, 174-182.

56.  Chakraborty, D., and Kumar, J. (2014). “Uplift resistance of long pipelines in the presence of seismic forces.” Journal of Pipeline Systems – Engineering and Practice, American Society of Civil Engineers (ASCE), 5(4), 06014003-1-9.

57.  Chakraborty, D., and Kumar, J. (2014). “Effect of groundwater seepage on uplift resistance of buried pipelines.” Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 84(4), 595-605.

58.  Chakraborty, D., and Kumar, J. (2014). “Bearing capacity of strip foundations in reinforced soils.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 14(1), 45-58. [This paper has been awarded the ‘Excellent Paper Award to Junior Individuals – 2014’ by International Association for Computer Methods and Advances in Geomechanics (IACMAG), USA]

59.  Chakraborty, D., and Kumar, J. (2014). “Vertical uplift resistance of pipes buried in sand.” Journal of Pipeline Systems – Engineering and Practice, American Society of Civil Engineers (ASCE), 5(1), 04013009-1-10.

60.  Kumar, J., and Chakraborty, D. (2013). “Seismic bearing capacity of foundations on cohesionless slopes.” Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers (ASCE), 139(11), 1986-1993.

61.  Kumar, J., and Chakraborty, D. (2013). “Bearing capacity of foundations with inclined ground water seepage.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 13(5), 611-624.

62.  Chakraborty, D., and Kumar, J. (2013). “Bearing capacity of piles in soft clay underlaid by cohesive frictional soil.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 13(3), 311-317.

63.  Kumar, J., and Chakraborty, D. (2013). “Linearization of Drucker-Prager yield criterion for axisymmetric problems: Implementation in lower bound limit analysis.” International Journal of Geomechanics, American Society of Civil Engineers (ASCE), 13(2), 153-161.

64.  Chakraborty, D., and Kumar, J. (2013). “Dependency of Ng on footing diameter for circular footings.” Soils and Foundations, Elsevier, 53(1), 173-180.

65.  Chakraborty, D., and Kumar, J. (2013). “Stability of a long unsupported circular tunnel in soils with seismic forces.” Natural Hazards, Springer, 68(2), 419-431.

66.  Chakraborty, D., and Kumar, J. (2013). “Bearing capacity of foundations on slopes.” Geomechanics and Geoengineering: An International Journal, Taylor and Francis, 8(4), 274-285.

67.  Chakraborty, D., and Choudhury, D. (2013). “Pseudo-static and pseudo-dynamic stability analysis of tailings dam under seismic conditions.” Proceedings of the National Academy of Sciences, India (Section A – Physical Sciences), Springer, 83(1), 63-71.

68.  Kumar, J., and Chakraborty, D. (2012). “Stability number for an unsupported vertical excavation in c-f soil.Computers and Geotechnics, Elsevier, 39, 79-84.

69.  Chakraborty, D., and Choudhury, D. (2012). “Seismic stability and liquefaction analysis of tailings dam.Disaster Advances, (ISSN: 0974-262X), 5(3), 15-25.

70.  Chakraborty, D., and Choudhury, D. (2009). “Investigation of the behavior of tailings earthen dam under seismic conditions.American Journal of Engineering and Applied Sciences, (ISSN: 1941-7020) Science Publications, USA, 2(3), 559-564.

 

Book Chapter: (Total number 01)

71.  Halder, K., and Chakraborty, D. (2022). “Probabilistic response of strip footing on reinforced soil slope.” Risk, Reliability and Sustainable Remediation in the Field of Civil and Environmental Engineering. Elsevier, pp. 333-358.

 

ASCE Geotechnical Special Publication: (Total number 04)

72.  Halder, K., and Chakraborty, D. (2023). “Seismic bearing capacity of an embedded strip footing on slope using modified pseudo-dynamic method.” In Geo-Congress 2023: Foundations, Retaining Structures, and Geosynthetics, Geotechnical Special Publication, American Society of Civil Engineers (ASCE), No. 341, 614-622.

73.  Halder, K., and Chakraborty, D. (2019). “Bearing capacity of a strip footing situated on reinforced cohesionless soil slope using non-associated flow rule.” In Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing, Geotechnical Special Publication, American Society of Civil Engineers (ASCE), No. 310, 135-144.

74.  Halder, K., Chakraborty, D., and Dash, S. K. (2018). “Seismic bearing capacity of a strip footing situated on soil slope using a non-associated flow rule in lower bound limit analysis.” In Geotechnical Earthquake Engineering and Soil Dynamics V: Numerical Modeling and Soil Structure Interaction, Geotechnical Special Publication, American Society of Civil Engineers (ASCE), No. 292, 454-463.

75.  Chakraborty, D., and Choudhury, D. (2011). “Seismic behavior of tailings dam using FLAC3D.In Geo-Frontiers 2011: Advances in Geotechnical Engineering, Geotechnical Special Publication, American Society of Civil Engineers (ASCE), No. 211, 3138-3147.

 

International Conference Proceeding: (Total number 03)

76.  Chakraborty, D. (2016). “Seismic bearing capacity of footings in c-f soil by using a non-associated flow rule.Proc. 8th Asian Young Geotechnical Engineers Conference (8AYGEC) on Challenges and Innovations in Geotechnics, organized by Kazakhstan Geotechnical Society and TC305 of ISSMGE, August 5 – 7, 2016, Astana, Kazakhstan, pp. 169-174.

77.  Halder, K., Chakraborty, D., and Dash, S. K. (2016). “Behaviour of reinforced soil slopes under strip loading.Proc. International Geotechnical Engineering Conference on Sustainability in Geotechnical Engineering Practices and Related Urban Issues, organized by Indian Geotechnical Society (IGS) and ISSMGE, September 23 – 24, 2016, Mumbai, India, Abstract ID 64 in CD, pp. 1-3.

78.  Chakraborty, D., and Choudhury, D. (2012). “Liquefaction potential analysis and dynamic displacement of tailings dam using FLAC3D.Proc. 2nd International Conference on Performance-Based Design in Earthquake Geotechnical Engineering, organized by TC203 of ISSMGE, May 28 - 30, 2012, Taormina, Italy, Paper No. 7.02 in CD, pp. 852-861. [This paper received ‘IGS-FERROCO YGE Best Paper Biennial Award – 2014’ as the best paper on ‘Dam Engineering and Allied Areas’, given by Indian Geotechnical Society, New Delhi, India]

 

National Conference/Seminar Proceeding: (Total number 08)

79.  Halder, K., and Chakraborty, D. (2019). Bearing capacity of strip footing placed on reinforced cohesionless soil slope using conic programming.” Proc. 7th Indian Young Geotechnical Engineers Conference, organized by Indian Geotechnical Society (IGS), March 15 – 16, 2019, Silchar, India, pp. 45-53.

80.  Majumder, M., and Chakraborty, D. (2019). Optimizing the bearing capacity of pile foundation in clay.” Proc. 7th Indian Young Geotechnical Engineers Conference, organized by Indian Geotechnical Society (IGS), March 15 – 16, 2019, Silchar, India, pp. 55-63.

81.  Halder, K., and Chakraborty, D. (2018). Probabilistic stability analysis of conical excavation.” Proc. Indian Geotechnical Conference, IGC-2018, organized by Indian Geotechnical Society (IGS) and IISc Bangaluru, December 13 – 15, 2018, IISc Bangaluru, India, pp. 1-6.

82.  Ghosh, S., Halder, K., and Chakraborty, D. (2018) “Probabilistic study on bearing capacity of strip footing in spatially variable soil.” Proc. National Seminar on Advanced Construction and Computational Tools in Geotechniques –Practice to Theory, organized by Indian Geotechnical Society (IGS) Kolkata Chapter, July 28 – 29, 2018, Kolkata, India, pp. 1-5.

83.  Nayek, T. K., Halder, K., and Chakraborty, D. (2017). “Experimental investigation on the behaviour of geogrid-reinforced soil slope under strip loading.” Proc. Indian Geotechnical Conference, IGC-2017 (GeoNEst), organized by Indian Geotechnical Society (IGS)  and IIT Guwahati, December 14 – 16, 2017, IIT Guwahati, India, pp. 1-4.

84.  Banerjee, S. K., and Chakraborty, D. (2015). “Failure of a surface strip footing above an unlined long tunnel for cohesive frictional soils.Proc. 5th Indian Young Geotechnical Engineers Conference, organized by Indian Geotechnical Society (IGS) Vadodara Chapter, IEI Vadodara, MS University Baroda, March 14 – 15, 2015, Vadodara, India, pp. 88-91.

85.  Chakraborty, D., and Choudhury, D. (2010). “Seismic slope stability analysis of tailings earthen dam using TALREN 4. Proc. Indian Geotechnical Conference, IGC-2010 (GEOtrendz), organized by Indian Geotechnical Society (IGS)  and IIT Bombay, December 16 – 18, 2010, IIT Bombay, Mumbai, India, Vol. 1, pp. 187-190.

86.  Das, A., Choudhury, D., Rawat, A., and Chakraborty, D. (2008). “Seismic slope stability analysis using MSD model for different modes of movements.Proc. Diamond Jubilee Conference on Landslide Management – Present Scenario & Future Directions, organized by CBRI, February 10 – 12, 2008, CBRI, Roorkee, India, pp. 316-327. [This paper received Best-Paper Award in the Conference]

 

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