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    Experimental Study of Laterally Loaded Pile Group in Square Arrangement near Sloping Ground 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020257
    Author(s): Bhishm Singh Khati; V. A. Sawant
    Publisher: ASCE
    Abstract: The prediction of the pile response near a slope has not been fully explored and remains challenging for designers. In this study, an experimental investigation is planned to explore the behavior of laterally loaded pile ...
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    Numerical Simulation of Earthen Embankment Resting on Liquefiable Soil and Remediation Using Stone Columns 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022205
    Author(s): Abhijit Chakraborty; V. A. Sawant
    Publisher: ASCE
    Abstract: This study aims to predict the effect of liquefaction on an embankment resting on liquefiable foundation soil. A numerical model has been simulated in PLAXIS 2D with plane strain idealization. An effective stress–based ...
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    Numerical Analysis of Earth Embankment Resting on Liquefiable Soil and Remedial Measures 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Shashank Bhatnagar; Sunita Kumari; V. A. Sawant
    Publisher: American Society of Civil Engineers
    Abstract: Liquefaction-induced ground displacements resulting from earthquake shaking are a major cause of damage to earth structures comprised of, or underlain by, loose saturated granular soils. The present paper describes the ...
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    Effect of Pile Group Configurations on Nonlinear Dynamic Response 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): K. B. Ladhane; V. A. Sawant
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) finite-element program has been developed for the dynamic analysis of pile groups. Soil and pile media have been discretized into 3D isoparametric continuum elements. To simulate the stress transfer ...
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    Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Amrendra Kumar; Sunita Kumari; V. A. Sawant
    Publisher: ASCE
    Abstract: Installation of a stone column in loose soil is one of the robotics ground enhancement techniques that reduce the risk liquefaction and related ground deformation. However, the experimental investigation is costly and it ...
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    Nail Forces and Locus of Maximum Tension of Nailed Cut Subjected to Seismic Excitations: A Calculus Approach with Log-Spiral Failure Surface 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021225-1
    Author(s): Anant K. Kokane; V. A. Sawant; J. P. Sahoo
    Publisher: ASCE
    Abstract: A vertical cut reinforced with inclined nails subjected to seismic loading was analyzed using the modified pseudodynamic approach, assuming a log-spiral failure surface. A novel calculus-based methodology has been devised ...
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    Numerical and Experimental Investigations of Granular Anchor Piles in Loose Sandy Soil Subjected to Uplift Loading 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): A. Kranthikumar; V. A. Sawant; Pradeep Kumar; S. K. Shukla
    Publisher: American Society of Civil Engineers
    Abstract: The granular anchor pile (GAP) system is one of the relatively new innovative ground-improvement techniques used to sustain the tensile loads. This paper presents the behavior of a GAP system in a loose sandy soil. The ...
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