Rohit Ralli

Employment

• Madhav Institute of Technology & Science Assistant Professor
  2025 - Present

Education

Education history is unavailable.

Projects & Funding

Projects & funding information is unavailable.

Publications (12)

• Enhancement of the Engineering Properties of the Black Cotton Soil by Reinforcement with Jute and Polypropylene Fibres: A Site-Specific Study from Morena District, Madhya Pradesh
  Proceedings of the National Academy of Sciences, India Section A: Physical Sciences 2026 DOI: 10.1007/s40010-026-01174-3
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• Correction: Numerical and Experimental Analysis of Vibration Mitigation Using a Series of Hollow Boreholes
  Journal of Vibration Engineering & Technologies 2024 DOI: 10.1007/s42417-024-01302-6
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• Numerical and Experimental Analysis of Vibration Mitigation Using a Series of Hollow Boreholes
  Journal of Vibration Engineering & Technologies 2024 DOI: 10.1007/s42417-023-01181-3
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• Vertical vibration tests to study the effect of foundation geometry and embedment on the non-linear response of block foundations
  Arabian Journal of Geosciences 2023 DOI: 10.1007/s12517-023-11773-8
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• Comparative Assessment of Dynamic Behavior of Vertical and Batter Pile Groups under Horizontal Excitation
  International Journal of Geomechanics 2022 DOI: 10.1061/(ASCE)GM.1943-5622.0002351
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• Vertical nonlinear response of single and 2 × 2 group pile under strong harmonic excitation
  Sādhanā 2022 DOI: 10.1007/s12046-021-01789-9
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• Dynamic Behavior of Single Steel-Driven Vertical and Batter Piles under Horizontal Excitations: Field Model Testing
  Journal of Geotechnical and Geoenvironmental Engineering 2022 DOI: 10.1061/(ASCE)GT.1943-5606.0002726
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• Field testing of single instrumented steel driven batter piles under vertical vibrations
  Acta Geotechnica 2022 DOI: 10.1007/s11440-021-01397-1
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• Dynamic analysis of single batter pile using different soil models
  COMPDYN Proceedings 2019 DOI: 10.7712/120119.7224.18743
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• Effect of Embedment on Dynamic Response of Block Foundation Under Coupled Vibration
  Sustainable Civil Infrastructures 2019 DOI: 10.1007/978-3-030-01920-4_1
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