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    Analysis and Design Approach for Concrete Plugs for Underground Storage Caverns 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): A. Usmani; G. Kannan; A. Nanda; A. Mandal
    Publisher: American Society of Civil Engineers
    Abstract: In underground crude oil storage facilities, concrete plugs are mainly required to contain crude oil inside caverns and are designed as gas-tight to prevent movement of any oil or vapor across the tunnel, either in a ...
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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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