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    Uncertainty Analysis in Tunnel Deformation Using Monte Carlo Simulation 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001:;page 04024110-1
    Author(s): Puran Sinha; G. V. Ramana
    Publisher: American Society of Civil Engineers
    Abstract: Calculating in situ rock stresses is increasingly imperative due to the complexities and limitations associated with testing techniques, equipment, assumptions, and the subjective interpretation of test results. Estimating ...
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    Probabilistic Characterization of Nuclear-Blast Loads 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Shashank Pathak; G. V. Ramana
    Publisher: ASCE
    Abstract: With increasing stockpiles of nuclear warheads, it has become essential to fortify critical infrastructure against nuclear blast. Therefore, a reliable estimation of nuclear-blast load is crucial for design of such hardened ...
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    Experimental Evaluation of Shear-Strength Behavior of Delhi Silt under Static Loading Conditions 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): A. Usmani; G. V. Ramana; K. G. Sharma
    Publisher: American Society of Civil Engineers
    Abstract: The capital city of India, Delhi, lies in the Indo-Gangetic alluvial trough. The soils of the Delhi region are known as “Delhi silt” because of the dominance of silt and, by and large, are nonplastic. The strength properties ...
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    Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): A. Usmani; G. V. Ramana; K. G. Sharma
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the drained stress-strain-volume change behavior of Delhi silt under triaxial compression and extension loading conditions using two different existing constitutive models, the hardening soil (HS) ...
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    Leachate Characteristics of Aged Soil-Like Material from MSW Dumps: Sustainability of Landfill Mining 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2019:;Volume ( 023 ):;issue: 004
    Author(s): Mohit Somani; Manoj Datta; G. V. Ramana; T. R. Sreekrishnan
    Publisher: American Society of Civil Engineers
    Abstract: Soil-like material (SLM) constitutes the largest component of reclaimed material from old municipal solid waste (MSW) dumps, often exceeding 50% of the excavated material. One attractive option for use of this material is ...
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    Resonator-Impregnated Monopile-Supported Wind Turbine System: An Experimental Investigation of Dynamic Vibration Control 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 011:;page 04024109-1
    Author(s): Rishab Das; Somya Ranjan Patro; Bappaditya Manna; G. V. Ramana; Arnab Banerjee
    Publisher: American Society of Civil Engineers
    Abstract: This research investigated dynamic vibration control in a monopile-supported wind turbine system through strategically placed resonators along its length. Four configurations were analyzed: Case 1 (conventional wind turbine ...
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    Empirical Model for Shear Wave Velocity of Municipal Solid Waste In Situ 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): B. J. Ramaiah; G. V. Ramana; Edward Kavazanjian; Jr.; Neven Matasovic; B. K. Bansal
    Publisher: American Society of Civil Engineers
    Abstract: Statistical analysis of 146 in situ shear wave velocity (
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    Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): H. M. Abuel-Naga; D. T. Bergado; G. V. Ramana; L. Grino; P. Rujivipat; Y. Thet
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a systematic well designed experimental investigation carried out to study the engineering properties of the soft Bangkok clay heated up to
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