Name: Siddharth Pathak

Enrolment No.: D18019

Admission year: 2018

Research Interests: Constitutive modelling of geomaterials, finite element analysis, Pile jacking, strain rate effect

The research work involves investigating the rate-dependent constitutive response of sand and its implications in rapid pile penetration problem. This includes analyzing the drained and undrained shearing responses of sand under triaxial loading conditions subjected to varying strain rates. Further, conducting finite element simulations of rapid pile penetration employing rate-independent and rate-dependent constitutive models for assessment of the pile load capacity.

Supervisor:

Education

Sl No. Degree University Year
1 B.E. BIST, Bhopal (affiliated to RGPV) 2014
2 MTech Sardar Vallabhbhai National Institute of Technology, Surat 2017

Professional Experience

Sl No. Position(Company name) Year
1 Design Engineer (L&T Heavy Civil Infrastructure) 2018

Journal Article

1 Pathak, S., & Mukherjee, M. (2023). Influence of residual stress and soil dilatancy on the load capacity of jacked pile. International Journal of Geotechnical Engineering, (), 1-21. https://doi.org/10.1080/19386362.2023.2297500 View More
2 Pathak, S., & Mukherjee, M. (2023). Rate-dependent shearing response of Toyoura sand addressing influence of initial density and confinement: A visco-plastic constitutive approach. Geomechanics and Engineering, 34(2)(), 197-208. https://doi.org/10.12989/gae.2023.34.2.197 View More

Conference Paper

1 Pathak, S., & Mukherjee, M. (2022, December). A Numerical Study on Rate-induced Strength Enhancement in Sand. Indian Geotechnical Conference 2022, Kochi, India View More
2 Jeevani, J., Pathak, S., Pandya, P, S., & Mukherjee, M. (2023, October). Assessment of lateral load carrying capacity and p-y curve of single pile incorporating varying slenderness ratio. Proc. 12th Annual Conference of DFI-India: Sustainability on Deep Foundations, Vadodara, India View More

Book Chapter

1 Saurkar, A, A., Pathak, S., & Mukherjee, M. (2021). Bearing Capacity of Strip Footings Resting on Sandy Sloping Ground: A Numerical Study. Patel, S., Solanki, C.H., Reddy, K.R., Shukla, S.K. (eds), Proceedings of the Indian Geotechnical Conference 2019. Lecture Notes in Civil Engineering, vol 137. Springer, Singapore (461–469) View More