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    Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024131-1
    Author(s): Sreyashrao Surapreddi; Priyanka Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: Ground-borne vibrations generated by various man-made activities pose a perennial threat to nearby buildings, impacting their serviceability and causing annoyance to residents. This study addresses the pressing demand for ...
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    Large-Scale Experimental and Numerical Studies on the Dynamic Interaction of Closely Spaced Machine Foundations on Geogrid-Reinforced Soil Beds 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025016-1
    Author(s): Gobinda Das; Priyanka Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: The current study encompasses experimental and numerical investigations on the response of closely placed machine foundations resting on unreinforced and geogrid-reinforced soil beds. Large-scale field block vibration tests ...
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    Ultimate Bearing Capacity of Two Interfering Rough Strip Footings 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 001
    Author(s): Jyant Kumar; Priyanka Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: The ultimate bearing capacity of two interfering strip footings was determined by using the method of stress characteristics. The analysis was performed by choosing two different possible failure mechanisms. The variation ...
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    Vertical Uplift Capacity of Two Nearby Horizontal Strip Anchors Using the Method of Stress Characteristics 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Priyanka Ghosh; G. Santhoshkumar
    Publisher: American Society of Civil Engineers
    Abstract: The present study addresses the effect of interference on the uplift capacity of two closely spaced horizontal strip anchors embedded in cohesionless soil. The analysis has been performed using the method of stress ...
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    Vertical Uplift Capacity of Two Nearby Horizontal Strip Anchors Using the Method of Stress Characteristics 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Priyanka; Ghosh; Santhoshkumar
    Publisher: American Society of Civil Engineers
    Abstract: The present study addresses the effect of interference on the uplift capacity of two closely spaced horizontal strip anchors embedded in cohesionless soil. The analysis has been performed using the method of stress ...
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    Seismic Stability of a Broken-Back Retaining Wall Using Adaptive Collapse Mechanism 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): G. Santhoshkumar; Priyanka Ghosh
    Publisher: ASCE
    Abstract: In this study, the pertinence of a broken-back retaining wall with bilinear backface in mitigating the effect of earthquake is demonstrated using the method of stress characteristics coupled with the pseudodynamic approach. ...
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    Determination of Viscoelastic Properties of Soil and Prediction of Static and Dynamic Response 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    Author(s): Abhijeet Swain; Priyanka Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: This paper employs a general and direct method to determine the time-dependent stress–strain behavior of soil using a Prony series parameter fitting. The rheological stress–strain data obtained from the relaxation test of ...
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    Legal Frameworks for Promoting Reuse of Construction and Demolition Wastes and Sustainable Development 

    Source: Journal of Legal Affairs and Dispute Resolution in Engineering and Construction:;2026:;Volume ( 018 ):;issue: 001:;page 04525082-1
    Author(s): Anand, Pradyut; Anand, Priyanka
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIndia’s growing construction industry has significantly increased the demand for building materials, resulting in a corresponding rise in construction and demolition (C&D) waste generation. Despite this, the ...
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    Dynamic Responses of Embankment Resting on Liquefiable Foundation Soil under Pulse- and Nonpulse-Type Ground Motions 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008:;page 04025165-1
    Author(s): Chakraborty, Abhijit; Ghosh, Priyanka
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study examines the fragility response of an earthen embankment supported on a liquefiable deposit subjected to pulse and nonpulse ground motions. Fragility curves are developed based on two key parameters, ...
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    Determination of Critical Slope Face in <i>c</i>&#x2013;<i>&#x3d5;</i> Soil under Seismic Condition Using Method of Stress Characteristics 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021031-1
    Author(s): Shibsankar Nandi; G. Santhoshkumar; Priyanka Ghosh
    Publisher: ASCE
    Abstract: This study proposes a plasticity-based approach to ensure the static and seismic stability of a finite soil slope supporting a uniformly distributed surcharge on the horizontal top surface. Most of the available investigations ...
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