Total Articles : 5

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28-Jan-2026
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A Shear Strength Reduction Method for an Open Pit Slope Stability Analysis Based on Finite Element Method

By
Dasmani Abdulai, Professor Michael Affam2,

Abstract: Slope stability assessment of open pit mines is critically important, since it forms part of the overall productivity and safety management strategy of the mines. The aim of this work is to investigate the overall stability conditions of three (3)


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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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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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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