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    Finite-Element Studies on Factors Influencing the Response of Underground Tunnels Subjected to Internal Explosion 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): R. Prasanna; A. Boominathan
    Publisher: ASCE
    Abstract: The role of underground metro tunnels in a modern urban society is indispensable. Nowadays, these populous metro tunnel networks are becoming a prime target for terror strikes around the world. Considering these terror ...
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    Effects of Initial Direction and Subsequent Rotation of Principal Stresses on Liquefaction Potential of Loose Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): R. Prasanna; N. Sinthujan; S. Sivathayalan
    Publisher: ASCE
    Abstract: The effects of the initial orientation of principal stress axes and subsequent rotation of principal stresses on liquefaction susceptibility of sands were investigated. Monotonic and cyclic hollow cylinder torsional shear ...
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    Liquefaction Characteristics of Sand under Complex Seismic Loading Paths 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024098-1
    Author(s): R. Prasanna; S. Sivathayalan
    Publisher: American Society of Civil Engineers
    Abstract: The effects of phase shift (δ) between compression and shear waves, and consolidation stress ratio (Kc) on the liquefaction resistance of sand under simultaneous compression and shear wave loading is investigated using a ...
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    Effects of Principal Strain Direction and Intermediate Principal Strain on Undrained Shear Behavior of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 007:;page 04023048-1
    Author(s): S. Premnath; M. Pouragha; R. Prasanna; S. Sivathayalan
    Publisher: American Society of Civil Engineers
    Abstract: Anisotropic characteristics of granular soil consolidated to various initial stress states were evaluated under generalized strain paths using hollow cylinder torsional shear tests. Fraser River sand samples prepared by ...
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