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Publicité

Dipti Ranjan Biswal ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Pokharel, Sijan / Biswal, Dipti Ranjan / Sahoo, Kirti Kanta / Dhir, Prateek Kumar (2024): Seismic Performance of Masonry-Infilled RC Frames and Its Implications in Design Approach: A Review. Dans: Practice Periodical on Structural Design and Construction, v. 29, n. 2 (mai 2024).

    https://doi.org/10.1061/ppscfx.sceng-1337

  2. Mohanty, Sanjeeb Kumar / Pandit, Nirmal Kumar / Sah, Pawan Kumar / Mahaseth, Niraj / Yadav, Rajesh / Biswal, Dipti Ranjan / Mohapatra, Benu Gopal / Beriha, Brundaban / Pradhan, Ramachandra / Kumar Pradhan, Sujit (2024): Durability, Capillary Rise and Water Absorption Properties of a Fiber-Reinforced Cement-Stabilized Fly Ash–Stone Dust Mixture. Dans: Infrastructures, v. 9, n. 2 (27 janvier 2024).

    https://doi.org/10.3390/infrastructures9020017

  3. Amrin, Ayesha / Biswal, Dipti Ranjan / Sahoo, Kirti Kanta / Dhir, Prateek Kumar (2023): Utilization of Bottom Ash and Pond Ash as a Partial Replacement for Sand in Cement Mortar and Concrete: A Critical Review. Dans: Practice Periodical on Structural Design and Construction, v. 28, n. 4 (novembre 2023).

    https://doi.org/10.1061/ppscfx.sceng-1325

  4. Mohanty, Monika / Biswal, Dipti Ranjan / Mohapatra, Smruti Sourava (2023): A systematic review exploring the utilization of coal mining and processing wastes as secondary aggregate in sub-base and base layers of pavement. Dans: Construction and Building Materials, v. 368 (mars 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.130408

  5. Sahoo, Kirti Kanta / Dhir, Prateek Kumar / Behera, Shantanu Kumar / Biswal, Dipti Ranjan (2022): Influence of Ground-Granulated Blast-Furnace Slag on the Structural Performance of Self-Compacting Concrete. Dans: Practice Periodical on Structural Design and Construction, v. 27, n. 3 (août 2022).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000697

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