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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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    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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    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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    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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    NAELH, RANS, and ANN-Based Analysis of Aspect Ratio Influence to Improve Aerodynamic Predictions and Design of Y-Shaped Buildings 

    Source: Journal of Aerospace Engineering:;2025:;Volume ( 038 ):;issue: 003:;page 04025014-1
    Author(s): Prasenjit Sanyal; Sujit Kumar Dalui
    Publisher: American Society of Civil Engineers
    Abstract: The Y-plan architectural configuration, characterized by three limbs converging at a central core, is widely adopted in commercial construction due to its ability to enhance privacy, ventilation, and external visibility. ...
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    Influence of Lime on Shrinkage Behavior of Soils 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 012
    Author(s): Sujit Kumar Dash; Monowar Hussain
    Publisher: American Society of Civil Engineers
    Abstract: Damage due to soil shrinkage is a serious problem in many parts of the world. Lime can significantly improve the performance of soils, both in terms of increase in strength and reduced swelling. However, its efficacy in ...
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    Lime Stabilization of Soils: Reappraisal 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 006
    Author(s): Sujit Kumar Dash; Monowar Hussain
    Publisher: American Society of Civil Engineers
    Abstract: Lime generally improves the performance of soils. However, some cases reported an adverse effect. To develop an understanding of the underlying mechanisms, a systematic study covering a wide range of plasticity and mineralogy ...
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    Volume Change Behavior of Fly Ash–Montmorillonite Clay Mixtures 

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001
    Author(s): Sujit Kumar; Pal; Ambarish; Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the consolidation and swelling characteristics of fly ash–montmorillonite clay mixes. Nine types of fly ash samples collected from different thermal power plants of the Eastern part of India have been ...
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    Load-Carrying Mechanism of Vertical Plate Anchors in Sand 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Awdhesh Kumar Choudhary; Sujit Kumar Dash
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on the load-carrying mechanism of vertical plate anchors is presented and discussed. It was found that, with a shallow anchor, the rupture surface reached the ground surface, leading to a general shear ...
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    Experimental and Numerical Study of Wind-Pressure Distribution on Irregular-Plan-Shaped Building 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Biswarup Bhattacharyya; Sujit Kumar Dalui
    Publisher: ASCE
    Abstract: This paper presents a detailed study on an E-plan-shaped (asymmetry about both plan axes) building under wind excitation (wind angles varied from 0° to 330° at an interval of 30°). This study is conducted by the wind-tunnel ...
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