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    Effect of Combined Blast and Fragment Loading on RC Wall and Its Mitigation Using Composite Sections 

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 005:;page 04023040-1
    Author(s): Rashmi Singh; Tanusree Chakraborty
    Publisher: ASCE
    Abstract: The damages incurred in RC walls subjected to combined loading of blast and fragment as a result of a cased-charge detonation are studied here using the finite-element (FE) analysis method. A series of FE analyses were ...
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    Numerical Analysis of a Tunnel Subjected to Blast Loads in a Transversely Isotropic Rock Mass 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024214-1
    Author(s): Venkatesh M. Deshpande; Tanusree Chakraborty
    Publisher: American Society of Civil Engineers
    Abstract: The present study investigates the stability of a tunnel subjected to blast loads. The tunnel is placed in a transversely isotropic rock mass. Numerical simulations are performed using the discrete-element method. The rock ...
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    Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024119-1
    Author(s): Prerna Singh; Tanusree Chakraborty
    Publisher: American Society of Civil Engineers
    Abstract: Numerical investigation of free-standing cantilever walls subjected to horizontal seismic loads was carried out using nonlinear elastoplastic finite-element approach. The numerical model was validated using centrifuge tests ...
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    Thermomechanical Analysis and Parametric Study of Geothermal Energy Piles in Sand 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Rajni Saggu; Tanusree Chakraborty
    Publisher: American Society of Civil Engineers
    Abstract: Response of geothermal energy piles in sand under combined thermal and mechanical loading was investigated in the present work using a nonlinear axisymmetric finite-element (FE) analysis procedure. In this study, the piles ...
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    Thermomechanical Response of Geothermal Energy Pile Groups in Sand 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): Rajni Saggu; Tanusree Chakraborty
    Publisher: American Society of Civil Engineers
    Abstract: The thermomechanical response of geothermal energy pile groups in sand was studied in the present work by using a three-dimensional nonlinear finite-element analysis procedure. A raft was considered on the piles. The ...
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    Determination of High-Strain-Rate Stress–Strain Response of Granite for Blast Analysis of Tunnels 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Sunita Mishra; Tanusree Chakraborty
    Publisher: American Society of Civil Engineers
    Abstract: The present work aims to understand the stress–strain response of an igneous rock, granite, under high loading rate through detailed experimental and numerical analyses. The high-strain-rate characterization of granite ...
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    Dynamic Response of Two Extrusive Igneous Rocks Using Split Hopkinson Pressure Bar Test 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021133-1
    Author(s): Sunita Mishra; Tanusree Chakraborty; K. Seshagiri Rao
    Publisher: ASCE
    Abstract: In this paper, the stress-strain response of two extrusive volcanic igneous rocks, e.g., compact basalt (CB) and volcanic breccia (VB), under a high rate of loading is studied experimentally and numerically. The dynamic ...
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    Nonlinear Elastoplastic Analysis of Plates Coupled with Mechanical Element–Based Isolation System 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 012:;page 04022074
    Author(s): Lekhani Gaur; Ashish Darpe; Tanusree Chakraborty
    Publisher: ASCE
    Abstract: In general, the response of a system coupled with a vibration absorber is obtained by incorporating only elastic analysis under different loading conditions. However, the elastoplastic analysis is carried out for blast-resistant ...
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    Parametric Sensitivity Analysis and Uncertainty Quantification for Cast Iron–Lined Tunnels Embedded in Soil and Rock under Internal Blast Loading 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Sameer Khan; Tanusree Chakraborty; Vasant Matsagar
    Publisher: American Society of Civil Engineers
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    Nonlinear Settlement of Piled Rafts in Sandy Soil 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021214-1
    Author(s): Priyanka Bhartiya; Dipanjan Basu; Tanusree Chakraborty
    Publisher: ASCE
    Abstract: A hand-calculation method for estimation of nonlinear load–settlement response of piled raft foundations (PRFs) embedded in sandy soils is developed using three-dimensional finite-element (FE) analysis in which the ...
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