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    Closure to “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 07022011
    Author(s): Sujit Kumar Dash
    Publisher: ASCE
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    Discussion: “A Hybrid Marching Integration Procedure for the Prediction of Two-Dimensional Supersonic Boundary Layers” (Issa, R. I., and Lockwood, F. C., 1977, ASME J. Fluids Eng., 99, pp. 205–212) 

    Source: Journal of Fluids Engineering:;1979:;volume( 101 ):;issue: 003:;page 400
    Author(s): S. M. Dash
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Influence of Relative Density of Soil on Performance of Geocell-Reinforced Sand Foundations 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
    Author(s): Sujit Kumar Dash
    Publisher: American Society of Civil Engineers
    Abstract: The paper brings out the influence of relative density of foundation soil on performance improvement of geocell reinforcement; through model load tests on geocell-reinforced and unreinforced sand beds. Tests were carried ...
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    Three‐Dimensional Single and Multiple Free Jets 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Bidyasagar Pani; Raghunath Dash
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical distribution for the streamwise mean velocity of a single three‐dimensional turbulent free jet can be derived by following Reichardt's inductive theory. Using an integral type approach, a relationship for the ...
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    Effect of Geocell Type on Load-Carrying Mechanisms of Geocell-Reinforced Sand Foundations 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 005
    Author(s): Sujit Kumar; Dash
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a series of model tests has been carried out to develop an understanding of the influence of the geocell material on the load-carrying mechanism of the geocell-reinforced sand foundations under strip loading. ...
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    Evacuation Decision Making and Behavioral Responses: Individual and Household 

    Source: Natural Hazards Review:;2007:;Volume ( 008 ):;issue: 003
    Author(s): Nicole Dash; Hugh Gladwin
    Publisher: American Society of Civil Engineers
    Abstract: Researchers have examined a wide range of factors that affect evacuation decisions after people hear hurricane forecasts and other information. This review of the literature focuses on three broad areas of research that ...
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    Lean Premixed Combustion of Raw Biogas Interchangeability in a Porous Radiant Burner Operated in the Submerged Mode 

    Source: Journal of Thermal Science and Engineering Applications:;2022:;volume( 014 ):;issue: 009:;page 91015-1
    Author(s): Dash, Kishan; Samantaray, Sikata
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Raw biogas has the potential to be a valuable solution to the world’s insatiable energy demand as well as reduce waste and greenhouse gas emissions. This study investigates the raw biogas interchangeability potential of a ...
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    Navigating Walkability in Indian Urban Spaces from a Sample of Campus Users 

    Source: Journal of Urban Planning and Development:;2025:;Volume ( 151 ):;issue: 004:;page 04025044-1
    Author(s): Chakraborty, Parthiba; Dash, Monalipa
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This research paper explores the intricate dynamics of street perception on a bustling Indian thoroughfare surrounding an educational setting, with the aim of uncovering the challenges faced by campus users. With ...
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    Natural Convection Heat Transfer From a Vertical Hollow Cylinder With Surface Holes 

    Source: Journal of Heat Transfer:;2021:;volume( 143 ):;issue: 004:;page 042602-1
    Author(s): Acharya, Swastik; Dash, Sukanta K.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Three-dimensional continuity, momentum, and energy equations have been solved around a perforated vertical hollow cylinder to predict the buoyancy-induced flow field and the temperature distribution around it. Finite volume ...
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    Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021163-1
    Author(s): Sujit Kumar Dash; Anjan Majee
    Publisher: ASCE
    Abstract: Weak subgrade condition generally develops large settlements in ballasted tracks, leading to adverse performance. To ameliorate such problems, a commonly adopted technique is to provide a thick cushion of granular ...
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