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    Corrosion Performance of Steel Reinforcement in Self-Compacting Concrete Exposed to Combined Sodium Chloride-Magnesium Sulfate Exposure Solution 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010:;page 04021259-1
    Author(s): Smrati Jain; Bulu Pradhan
    Publisher: ASCE
    Abstract: This study investigates the effect of binder type, w/b ratio, and exposure solution on the corrosion performance of steel reinforcement in self-compacting concrete (SCC). Prismatic specimens made from SCC were subjected ...
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    Effect of Magnesium Sulfate in Chloride Solution on Variation in Microstructure, Chloride Diffusion, and Chloride-Binding Behavior of Concrete 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007:;page 04023193-1
    Author(s): Arya Anuj Jee; Bulu Pradhan
    Publisher: American Society of Civil Engineers
    Abstract: In this study, variation in microstructure, diffusion of chloride (Cl−) ions, and binding of chloride in concrete exposed to solutions containing MgSO4 (MS) in NaCl (NC) under the wetting-drying cycle are analyzed and ...
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    Half-Cell Potential as an Indicator of Chloride-Induced Rebar Corrosion Initiation in RC 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 010
    Author(s): Bulu Pradhan; B. Bhattacharjee
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental study conducted on specimens similar to ASTM G109 made with different types of cement and steel, and varying water/cement (w/c) ratios are reported in this paper. A portion of the top surface ...
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    Role of Chloride Ion and Cation Type Accompanied by Sulfate Ion on Durability Performance of Concrete in Conjoint Chloride–Sulfate Environment 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    Author(s): Fouzia Shaheen; Bulu Pradhan
    Publisher: ASCE
    Abstract: This work assessed the durability performance of concrete made with ordinary portland cement (OPC), portland pozzolana cement (PPC), OPC +20% fly ash, and OPC +30% fly ash subjected to sulfate-only and to conjoint ...
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    Impact of Cation Type of Chloride Salts on Diffusion Behavior and Binding Capacity of Chloride Ions in Concrete Containing Sodium Nitrite and Disodium Hydrogen Phosphate 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004:;page 04022013
    Author(s): Jyotish Kumar Das; Bulu Pradhan
    Publisher: ASCE
    Abstract: Chloride diffusion in concrete induces depassivation of steel reinforcement, which can jeopardize the service life of concrete structures subjected to aggressive environments. This paper investigates the effect of a cation ...
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    Effect of Source Materials and Sand-to-Binder Ratio on Durability Performance and Microstructural Changes of Geopolymer Mortar Subjected to Sulfate and Acid Environment 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011:;page 04022282
    Author(s): Jnyanendra Kumar Prusty; Bulu Pradhan
    Publisher: ASCE
    Abstract: This study investigated the durability performance and microstructural changes of fly ash–ground granulated blast furnace slag (GGBS)-based geopolymer mortar (GPM) made with different sand-to-binder (S/B) ratios and subjected ...
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    Effect of Sodium Nitrite as Corrosion Inhibitor against Chloride-Induced Corrosion of Steel Rebar in Geopolymer Concrete Containing Fly Ash and GGBS 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004:;page 04022007
    Author(s): Nardos Sheferaw Teklegiorgis; Bulu Pradhan; Jnyanendra Kumar Prusty; Jyotish Kumar Das
    Publisher: ASCE
    Abstract: This study investigated the effectiveness of sodium nitrite (NaNO2) as a corrosion inhibitor against chloride-induced steel rebar corrosion in fly ash–ground granulated blast furnace slag (GGBS)–based geopolymer concrete ...
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