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    Municipal Solid Waste Slope Failure. II: Stability Analyses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Timothy D. Stark; Hisham T. Eid; W. Douglas Evans; Paul E. Sherry
    Publisher: American Society of Civil Engineers
    Abstract: Analyses are presented to investigate the case of a large slope failure in a municipal solid waste (MSW) landfill that developed through the underlying native soil. The engineering properties of the waste and native soil ...
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    Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Hisham T. Eid; Timothy D. Stark; W. Douglas Evans; Paul E. Sherry
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a slope failure in a municipal solid waste landfill, with lateral and vertical displacements of up to 275 and 61 m, respectively. The wasteslide involved approximately 1.2 million m
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    Closure to “Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties” by Hisham T. Eid, Timothy D. Stark, W. Douglas Evans, and Paul E. Sherry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Hisham T. Eid; Timothy D. Stark; W. Douglas Evans; Paul E. Sherry
    Publisher: American Society of Civil Engineers
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    Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Edward Kavazanjian Jr.; J. F. Beech; Neven Matasović; Hisham T. Eid; Timothy D. Stark; W. Douglas Evans; Paul E. Sherry
    Publisher: American Society of Civil Engineers
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