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    A Quick Computation of Factor of Safety for Biaxial Stress States 

    Source: Journal of Mechanical Design:;1998:;volume( 120 ):;issue: 004:;page 721
    Author(s): K. Deb
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Determination of overall factor of safety of a design involves repeated calculation of factor of safety at critical points in the design. For a given stress state at a point, the factor of ...
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    Failure Process of Brittle Rock Using Smoothed Particle Hydrodynamics 

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 011
    Author(s): Deb; Pramanik
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical procedure based on smoothed particle hydrodynamics (SPH) to analyze the failure process of a rock medium by predicting the initiation of microcracks. The subsequent propagation of cracks has ...
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    Closure to “Interference Effect of Closely Spaced Footings Resting on Granular Fill Over Soft Clay” by Subinay Saha Roy and Kousik Deb 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008:;page 07020005-1
    Author(s): Subinay Saha Roy; Kousik Deb
    Publisher: ASCE
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    Postearthquake Reconsolidation Settlement of Stone Column-Treated Liquefiable Sand 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Suravi Pal; Kousik Deb
    Publisher: ASCE
    Abstract: Stone column is a convenient technique employed to enhance the liquefaction resistance of sandy soil subjected to seismic loading. After the end of an earthquake, the pore water pressures that generated during the earthquake ...
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    Development of Coupled FEM and Fuzzy Rules–Based Procedures for Mitigation of Uncertainty in Forecasting Stability of Underground Pillars 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021276
    Author(s): Yugal Kishor Patanwar; Debasis Deb
    Publisher: ASCE
    Abstract: Stability of underground working depends on geomechanical properties of rocks as well as geometrical and operational parameters of excavation. In this study, a fuzzy rule-based method, minimizing the subjectivity in rock ...
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    Moisture-Insensitive Procedure for Determining the Air Void Distribution in Concrete 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001:;page 04024471-1
    Author(s): Shaunak Chatterjee; Arghya Deb
    Publisher: American Society of Civil Engineers
    Abstract: An infrared thermography (IRT) based procedure, that relies on detecting temperature differences due to air voids, is developed to detect improperly compacted concrete. Unlike previous attempts to detect isolated delaminations, ...
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    Rate of Consolidation of Stone Column–Improved Ground Considering Variable Permeability and Compressibility in Smear Zone 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Kousik Deb; Aparajita Behera
    Publisher: American Society of Civil Engineers
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    A Tribute to Professor G. V. Loganathan 

    Source: Journal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Arun K. Deb
    Publisher: American Society of Civil Engineers
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    Nonsimilarity Solutions for Cylindrical Blast Waves in Magneto-Gas Dynamics 

    Source: Journal of Fluids Engineering:;1976:;volume( 098 ):;issue: 003:;page 580
    Author(s): G. Deb Ray
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nonsimilarity solutions in closed-form, for a sufficiently energetic line-explosion, in the presence of a constant axial current, are obtained. The gaseous medium is of constant pressure and its ...
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    Parameter Estimation for a System of Beams Resting on Stone Column–Reinforced Soft Soil 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 003
    Author(s): Kousik; Deb; Anirban; Dhar
    Publisher: American Society of Civil Engineers
    Abstract: The paper pertains to the development of a methodology for the identification of optimal design parameters for a system of beams resting on a stone column–improved soft soil. The simulation optimization–based methodology ...
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