Sumanta Roy

ORCID: 0000-0003-1441-6624
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About
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Research Areas
  • Model Reduction and Neural Networks
  • Geotechnical Engineering and Underground Structures
  • Drilling and Well Engineering
  • Geotechnical Engineering and Soil Stabilization
  • Topic Modeling
  • Geotechnical Engineering and Soil Mechanics
  • Hydraulic Fracturing and Reservoir Analysis
  • Soil and Unsaturated Flow
  • Heat Transfer and Optimization
  • Sentiment Analysis and Opinion Mining
  • Geotechnical Engineering and Analysis
  • Magnetic Properties and Applications
  • Web Data Mining and Analysis
  • Geomechanics and Mining Engineering
  • Seismic Imaging and Inversion Techniques
  • Nuclear Engineering Thermal-Hydraulics
  • Advanced Text Analysis Techniques
  • Lattice Boltzmann Simulation Studies
  • Geotechnical and Geomechanical Engineering

University of Engineering & Management
2025

Institute of Engineering
2025

Indian Institute of Technology Madras
2024

Indian Institute of Technology BHU
2023

Banaras Hindu University
2023

Jadavpur University
2022

10.1080/15502287.2024.2440420 article EN International Journal for Computational Methods in Engineering Science and Mechanics 2024-12-26

Suction stress is a fundamental component for applying the effective principle in unsaturated geotechnical engineering problems. The present paper aims to understand how suction profiles get influenced if $m$ and $n$ parameter of van-Genuchten SWCC model completely independent. Through analysis, it well noted that constant air entry value, relationships are varied, not only number spread characteristic regimes influenced, but nature trend associated with also alter significantly. A...

10.48550/arxiv.2411.04333 preprint EN arXiv (Cornell University) 2024-11-06

Failure of earthen slopes is a very recurrent phenomenon, credited mainly due to the excess rainfall and application surfeit surcharge. However, most analyses regarding slope stability were performed without considering unsaturated state soil. The prime purpose present manuscript address homogeneous subjected surcharge load pseudo-static seismic forces under different climatic conditions. upper bound limit analysis technique was used based on log-spiral failure mechanism. suction...

10.48550/arxiv.2407.16633 preprint EN arXiv (Cornell University) 2024-07-23
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