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    Influence of Microbially Induced Calcite Precipitation Technique on Mitigating Rainfall-Induced Surface Erosion of the Ganga River Sand 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2025:;Volume ( 029 ):;issue: 002:;page 04024046-1
    Author(s): Abhishek Tarun; Arvind Kumar Jha
    Publisher: American Society of Civil Engineers
    Abstract: Microbially induced calcite precipitation (MICP) is an emerging field of microbial geotechnology for surface erosion remediation. Conventionally, Sporosarcian pasteurii bacteria are used mostly for MICP treatment to enhance ...
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    Enhancing Mechanical Characteristics of Fly Ash and Fly Ash–Stone Dust Using Geopolymerization Technique 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2025:;Volume ( 029 ):;issue: 002:;page 04025001-1
    Author(s): Uday Shankar Yadav; Arvind Kumar Jha
    Publisher: American Society of Civil Engineers
    Abstract: Geopolymer, an inorganic aluminosilicate polymer, is considered a sustainable construction material. However, a notable research gap still persists in minimizing the use of alkali activators and calcium-based additives by ...
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    Biofilm Characterization and Establishing Microbial-Induced Calcite Precipitation Treatment Process for Ganga River Sand by Using the Sand Column Method 

    Source: Journal of Environmental Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023097-1
    Author(s): Abhishek Tarun; Arvind Kumar Jha
    Publisher: ASCE
    Abstract: Biocementation using the microbial-induced calcite precipitation (MICP) technique is an environmentally friendly method that imitates the natural cementation phenomenon to improve the behavior of soils. Urea hydrolysis ...
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    Engineering and Leaching Behavior of Lime-Treated Fly Ash Amended with Montmorillonite Nanoclay 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011:;page 04024362-1
    Author(s): Ajeet Kumar; Arvind Kumar Jha
    Publisher: American Society of Civil Engineers
    Abstract: Researchers have explored the utilization of nanoparticles to improve the properties of soils for various geotechnical construction applications. However, the potential of nanoparticles and their mechanisms of action in ...
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    Volume Change Behavior of Gypseous Soil 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 010
    Author(s): Arvind Kumar Jha; P. V. Sivapullaiah
    Publisher: American Society of Civil Engineers
    Abstract: The susceptible characteristics of gypseous soil with variations in water content pose several engineering problems due to volume change behavior. A series of oedometer tests have been performed to understand the swell ...
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    Physicochemical and Strength Behavior in Lime-Treated Soil Submerged under Gypsum and Sodium Sulfate Contamination 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2023:;Volume ( 027 ):;issue: 002:;page 04023004-1
    Author(s): Shivanshi; Arvind Kumar Jha; Mohammad Parwez Akhtar
    Publisher: American Society of Civil Engineers
    Abstract: The efficacy of lime treatment to improve sulfatic soils has previously been explored. The formation of ettringite (E) and thaumasite due to the reaction between lime–clay–sulfate in the presence of moisture leads to the ...
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    Site Amenities and Workers’ Welfare Factors Affecting Workforce Productivity in Indian Construction Projects 

    Source: Journal of Construction Engineering and Management:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Gupta Mayank;Hasan Abid;Jain Arvind Kumar;Jha Kumar Neeraj
    Publisher: American Society of Civil Engineers
    Abstract: The issue of low productivity has remained a very serious and chronic problem in construction projects. While previous studies have identified several factors that cause low construction productivity, factors related to ...
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