Jagdish Prasad Sahoo

Employment

• Indian Institute of Technology Kanpur

Education

Education history is unavailable.

Projects & Funding

Projects & funding information is unavailable.

Publications (25)

• Bearing Capacity of Strip Footings near Vertical Slopes in Cross Anisotropic Unsaturated Soil under Transient Flow
  Geotechnical and Geological Engineering 2026 DOI: 10.1007/s10706-026-03736-z
  +Save
• Significance of Primary Waves on the Seismic Stability of Underground Tunnels: A Numerical Perspective
  International Journal for Numerical and Analytical Methods in Geomechanics 2026 DOI: 10.1002/nag.70235
  +Save
• Comparison of Mitigation Methods for Rail-driven Ground-borne Vibrations
  Indian Geotechnical Journal 2026 DOI: 10.1007/s40098-025-01176-9
  +Save
• Pullout Resistance of Plate Anchors in Anisotropic and Non-Homogeneous Clay Assessed Using Numerical Limit Analysis
  Geotechnical and Geological Engineering 2026 DOI: 10.1007/s10706-025-03575-4
  +Save
• Mitigation of Railway-Induced Vibrations: State-of-Theart
  2026 DOI: 10.1007/978-981-96-7921-8_9
  +Save
• Discussion on “Seismic Bearing Capacity of Strip Footing on Excavations Considering Soil Strength Anisotropy Using Modified Pseudo‐Dynamic and Pseudo‐Static Approaches” by Shabnam Shirazizadeh, Amin Keshavarz, Majid Beygi, Mohammad Saberian, Jie Li, and …
  International Journal for Numerical and Analytical Methods in Geomechanics 2026 DOI: 10.1002/nag.70223
  +Save
• Numerical Investigation of Critical Velocity of Embedded Rail System Considering Different Depths of Bedrock
  Transportation Infrastructure Geotechnology 2025 DOI: 10.1007/s40515-024-00494-4
  +Save
• Dynamic Response of Railway Track Supported by Piles Due to High-Speed Trains
  2025 DOI: 10.1007/978-981-96-7598-2_9
  +Save
• Mechanical Behaviour of Rocklike Material with an Open Flaw Under Triaxial Loading
  2024 DOI: 10.1007/978-981-97-3389-7_14
  +Save
• Lining pressure for circular tunnels in two layered clay with anisotropic undrained shear strength
  Geomechanics and Geoengineering 2023 DOI: 10.1080/17486025.2021.2012077
  +Save