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    Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 002:;page 04023275-1
    Author(s): Dabbiru Soujanya; B. Munwar Basha
    Publisher: ASCE
    Abstract: The accumulated water within the drainage layer of a final cover system of municipal solid waste (MSW) landfills is the foremost reason for the failure of final covers. This study adopts a pseudodynamic (PD) method to ...
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    Component and System Reliability Assessment of Landfill Cover Systems Using Pseudostatic and Pseudodynamic Methods 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024263-1
    Author(s): Dabbiru Soujanya; B. Munwar Basha
    Publisher: American Society of Civil Engineers
    Abstract: This paper assesses the reliability of landfill veneer cover systems against direct-sliding failure (DSF) and uplifted-floating failure (UFF) modes using the second-order reliability method (SORM). Variability in stability ...
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    Effect of Hydrostatic and Hydrodynamic Pressures on the Stability of Landfill Veneer Covers with an Internal Seeper 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2023:;Volume ( 027 ):;issue: 003:;page 04023013-1
    Author(s): Dabbiru Soujanya; B. Munwar Basha
    Publisher: American Society of Civil Engineers
    Abstract: The accumulated water in the drainage layer of the municipal solid waste landfill veneer cover system becomes the principal cause of the failure of landfill cover. In this study, seismic stability evaluation is carried out ...
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