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    Manufacturing Artificial Aggregates from Overburden Coal Mine Waste and Their Properties for Pavement Applications 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007:;page 04024147-1
    Author(s): Nagendra Mondem; Umashankar Balunaini
    Publisher: American Society of Civil Engineers
    Abstract: Owing to a severe shortage of natural aggregates in terms of quantity and quality, alternative aggregate resources must be utilized in civil engineering construction to meet significant increase in aggregate demand. This ...
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    Behavior of Connected and Unconnected Back-to-Back Walls for Bridge Approaches 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Sasanka Mouli Sravanam; Umashankar Balunaini; R. Madhav Madhira
    Publisher: ASCE
    Abstract: Back-to-back mechanically stabilized earth (MSE) walls are commonly used in the construction of transportation infrastructure facilities. Federal Highway Administration (FHWA) guidelines discuss briefly the design of ...
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    Site Characterization of Existing and Abandoned Coal Ash Ponds Using Shear-Wave Velocity from Multichannel Analysis of Surface Waves 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Partha Sarathi Parhi; Umashankar Balunaini; Sasanka Mouli Sravanam; Vinod Kumar Mauriya
    Publisher: ASCE
    Abstract: Coal ash ponds or lagoons are surface impoundments constructed to store the unused coal ash generated from thermal power plants. In India, by the end of 2020 nearly 82,200 ha of land will be under ash ponds. Once the ...
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    Closure to “Optimum Mixing Ratio and Shear Strength of Granulated Rubber–Fly Ash Mixtures” by Bhargav Kumar Karnam Prabhakara, Prashant Vyankatesh Guda, and Umashankar Balunaini 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007:;page 07020005-1
    Author(s): Bhargav Kumar Karnam Prabhakara; Umashankar Balunaini; Prashant Vyankatesh Guda
    Publisher: ASCE
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    Development of a Unique Test Apparatus to Conduct Axial and Transverse Pullout Testing on Geogrid Reinforcements 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020406
    Author(s): Bhargav Kumar Karnam Prabhakara; Umashankar Balunaini; Arul Arulrajah
    Publisher: ASCE
    Abstract: In the design of reinforced soil structures, the pullout resistance of reinforcement embedded in the fill material is an important input parameter. Different pullout test setups have been proposed previously to determine ...
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    Modulus Improvement Factor-Based Design Coefficients for Geogrid- and Geocell-Reinforced Bases 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 003:;page 04022037
    Author(s): Sireesh Saride; Ramu Baadiga; Umashankar Balunaini; Madhav R. Madhira
    Publisher: ASCE
    Abstract: A series of large-scale model experiments were carried out on different geogrid- and geocell-reinforced base courses to evaluate realistic base-layer coefficients to design flexible pavements. The placement depth of ...
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    Application of Machine-Learning Algorithms for Predicting California Bearing Ratio of Soil 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2023:;Volume ( 149 ):;issue: 004:;page 04023024-1
    Author(s): Vaishnavi Bherde; Likhith Kudlur Mallikarjunappa; Ramu Baadiga; Umashankar Balunaini
    Publisher: ASCE
    Abstract: Subgrade strength is characterized by many indices such as the California bearing ratio, resilient modulus, and dynamic modulus. The California bearing ratio (CBR) of the subgrade soil is an important input parameter in ...
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    Strength-Gain Characteristics and Swelling Response of Steel Slag and Steel Slag–Fly Ash Mixtures 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023223-1
    Author(s): Irem Zeynep Yildirim; Umashankar Balunaini; Monica Prezzi
    Publisher: ASCE
    Abstract: The shear strength and stiffness characteristics of steel slag indicate that it can potentially be utilized as a competent base/subbase material of bound and unbound pavement layers. However, concerns with respect to the ...
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    Interface Shear Stress Properties of Geogrids with Mixtures of Fly Ash and Granulated Rubber 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author(s): Bhargav Kumar Karnam Prabhakara; Prashant Vyankatesh Guda; Umashankar Balunaini
    Publisher: ASCE
    Abstract: In recent times, alternative ways to dispose various wastes generated, namely, fly ash, scrap tires, steel or iron slag, and foundry sand, are on the rise. Owing to low unit weight and good hydraulic conductivity properties ...
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    Optimum Mixing Ratio and Shear Strength of Granulated Rubber–Fly Ash Mixtures 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 004
    Author(s): Bhargav Kumar Karnam Prabhakara; Prashant Vyankatesh Guda; Umashankar Balunaini
    Publisher: American Society of Civil Engineers
    Abstract: Studies on shredded waste tires mixed with sand for fill applications are well documented. In this study, a new composite material from mixture of shredded tires and fly ash as fill material is explored. Shredded waste ...
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