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    Compaction Characteristics and Bearing Ratio of Pond Ash Stabilized with Lime and Phosphogypsum 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 004
    Author(s): Ambarish Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: Recycling of waste material is one of the effective solutions of its disposal problem. Fly ash produced by coal-based thermal power plants and phosphogypsum (PG) produced by fertilizer plants producing phosphoric acid as ...
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    Strength Characteristics of Class F Fly Ash Modified with Lime and Gypsum 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Ambarish Ghosh; Chillara Subbarao
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the shear strength characteristics of a low lime class F fly ash modified with lime alone or in combination with gypsum. Unconfined compression tests were conducted for both unsoaked and soaked specimens ...
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    Microstructural Development in Fly Ash Modified with Lime and Gypsum 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 001
    Author(s): Ambarish Ghosh; Chillara Subbarao
    Publisher: American Society of Civil Engineers
    Abstract: Physicochemical and microstructural developments of a low-lime fly ash modified with 6 and 10% lime and 1% gypsum were studied through X-ray diffraction, differential thermal analysis, scanning electron micrograph, and ...
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    Tensile Strength Bearing Ratio and Slake Durability of Class F Fly Ash Stabilized with Lime and Gypsum 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
    Author(s): Ambarish Ghosh; Chillara Subbarao
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. The ...
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    Leaching of Lime from Fly Ash Stabilized with Lime and Gypsum 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
    Author(s): Ambarish Ghosh; Chillara Subbarao
    Publisher: American Society of Civil Engineers
    Abstract: Stabilization of fly ash is one of the promising methods to transform the waste material into a safe construction material. The longevity of lime-stabilized fly ash is related to the amount of lime that remains in the ...
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    Finite Difference Method for Computation of 1D Pollutant Migration through Saturated Homogeneous Soil Media 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
    Author(s): Ritwik Chakraborty; Ambarish Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: The physical processes such as advection, dispersion, and diffusion and interaction between the solution and the soil solids such as sorption, biodegradation, and retention processes have been considered in the governing ...
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    Hydraulic Conductivity and Leachate Characteristics of Stabilized Fly Ash 

    Source: Journal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Ambarish Ghosh; Chillara Subbarao
    Publisher: American Society of Civil Engineers
    Abstract: Disposal of fly ash on land amounts to sacrificing precious land space. Recycling of fly ash is one of the methods of solving the disposal problem. Stabilization of a low lime fly ash with lime and gypsum was studied through ...
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    Analysis of 1D Contaminant Migration through Saturated Soil Media Underlying Aquifer Using FDM 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2012:;Volume ( 016 ):;issue: 003
    Author(s): Ritwik Chakraborty; Ambarish Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: Finite-difference method (FDM) has been adapted herein to solve a one-dimensional (1D) contaminant transport model to predict contaminant migration through soil in waste landfill underlying an aquifer. Providing an effective ...
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    Compaction Characteristics of Pond Ash 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 004
    Author(s): Ashis Kumar Bera; Ambarish Ghosh; Amalendu Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the study on compaction characteristics of pond ash. Three different types of pond ash have been used in this study. The effects of different compaction controlling parameters, viz. compaction energy, ...
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    Microstructural Development of Stabilized Fly Ash as Pavement Base Material 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 004
    Author(s): Ambarish Ghosh; Chillara Subbarao; A. Hilmi Lav; M. Aysen Lav
    Publisher: American Society of Civil Engineers
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