Total Articles : 5

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Original Research
03-Aug-2025
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Comparative Analysis of Pond Ash as a Partial Replacement of Sand as Subbase Material for Concrete Paver Block Hardstand sustaining storage of Bulk Cargo

By
Aditya Shankar Ghosh, Nepal Chandra Porey, Priti Rajak, Rabindranath Mal, Ranjan Kumar, Raju Ranjan Kumar, Rinki Roy, Tapash Kumar Roy,

Abstract: This work presents an industrial waste-derived subbase material that can take the place of conventional granular material for subbase in hardstand foundation construction. This industrial waste hugely deposited in the ash lagoons namely Pond Ash (PA)


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17-Jul-2025
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Analysis of Elevated Liquid Storage Tank on Sloping Ground with Variable Heights

By
Shaikh Asif Shaikh Hakim, R.S. Londhe,

Abstract: Past earthquake events have shown that even well-designed elevated water tanks can suffer severe damage or collapse. Much of this damage occurs due to a limited understanding of the behavior and appropriate selection of supporting systems during the


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04-Sep-2025
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Assessment of Clayey Soils and Bentonite to Use as Compacted Clay Liner for the Disposal of Municipal Solid Wastes at Lucknow City, India

By
Kamal Nabh Tripathi, Surendra Roy,

Abstract: Dumping of municipal solid wastes in a pit without liner causes groundwater contamination. Use of locally available clayey soils will be a cost-effective landfill technique. Mixing of locally available soils with bentonite reduces the permeability.


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28-Aug-2025
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Modeling Deformation Mechanisms of Horseshoe Tunnel Excavation In Layered Ground Using Flac 3D

By
Md. Mahmud Sazzad, M. M. Rahman,

Abstract: In the modern era of civilization, the transportation sector plays a pivotal role in a nation’s development. Efficient transportation networks are essential for economic progress, and tunnels are particularly valuable in this regard, as they help


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Original Research
15-Jul-2025
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Structural Integrity Analysis of Reinforced Concrete Frames Under Progressive Collapse Scenarios

By
Pragati Bibhishan Sirsat, R. S. Londhe,

Abstract: This study examines how a tall reinforced concrete (RC) frame may gradually collapse under several column removal situations, such as edge, end, center, zigzag, and two-column failures. The study assesses the structural reaction based on