Year : 2023
Probabilistic seismic passive resistance of hunchback retaining wall considering spatial variability
Cite this Research Publication : Krishnan, K., & Chakraborty, D,. Probabilistic seismic passive resistance of hunchback retaining wall considering spatial variability. Computers and Geotechnics, 154, 105154. SCIE IF: 5.3 (Q1),2023.
Year : 2023
Probabilistic Analysis of Dynamic Shakedown of Pavement due to Vehicular Loads and Earthquakes
Cite this Research Publication : Krishnan K, Chakraborty, D. (2023). Probabilistic analysis on dynamic shakedown of pavement due to vehicular load and earthquake. Journal of Engineering Mechanics (ASCE), 149(12), 04023100. SCIE IF: 3.3 (Q1)
Year : 2022
Bearing Capacity of Well Foundation Using Finite Element Lower Bound Limit Analysis
Cite this Research Publication : Mandal, S., Krishnan, K., Chakraborty. D., Bearing capacity of well foundation using finite element lower bound limit analysis. Journal of The Institution of Engineers (India): Series A, 1-10,2022.
Publisher : Springer
Year : 2022
Probabilistic shakedown analysis of cohesive soil under moving surface loads considering wheel-soil interface friction
Cite this Research Publication : Krishnan, K., Halder, K., & Chakraborty, D., Probabilistic shakedown analysis of cohesive soil under moving surface loads considering wheel-soil interface friction. Road Materials and Pavement Design, 23(6), 1329-1344. SCIE IF: 3.7 (Q1),2022.
Year : 2022
Probabilistic study on the bearing capacity of strip footing subjected to combined effect of inclined and eccentric loads
Cite this Research Publication : Krishnan, K., & Chakraborty, D.,Probabilistic study on the bearing capacity of strip footing subjected to combined effect of inclined and eccentric loads. Computers and Geotechnics, 141, 104505. SCIE IF: 5.3 (Q1),2022.
Publisher : Elsevier
Year : 2021
Seismic bearing capacity of strip footing over spatially random soil using modified pseudo-dynamic approach
Cite this Research Publication : Krishnan, K.,Chakraborty. D.,Seismic bearing capacity of strip footing over spatially random soil using modified pseudo-dynamic approach. Computers and Geotechnics, 136, 104219. SCIE IF: 5.3 (Q1),2021.
Publisher : Elsevier
Year : 2019
Seismic Bearing Capacity of a Strip Footing Over an Embankment of Anisotropic Clay
Cite this Research Publication : Krishnan, K., Halder, K., & Chakraborty, D.,Seismic bearing capacity of a strip footing over an embankment of anisotropic clay. Frontiers in Built Environment, 5, 13 ESCI IF: 3,2019.