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    Analysis of Rainfall-Induced Debris Flows 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Scott A. Anderson; Nicholas Sitar
    Publisher: American Society of Civil Engineers
    Abstract: Rainfall-induced debris flows are flow failures in residual and colluvial soils initiated by a reduction of confining stress as a result of pore-water pressure rise during or following periods of intense rainfall. To ...
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    Closure to “Analysis of Rainfall‐Induced Debris Flows” by Scott A. Anderson and Nicholas Sitar 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): Scott A. Anderson; Nicholas Sitar
    Publisher: American Society of Civil Engineers
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    Collapse of Saturated Soil Due to Reduction in Confinement 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Scott A. Anderson; Michael F. Riemer
    Publisher: American Society of Civil Engineers
    Abstract: The potential for collapse due to a reduction in confinement is evaluated for two very different soils: a uniformly graded sand and an undisturbed clayey colluvial soil. Soil specimens were consolidated anisotropically and ...
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    Closure to “Collapse of Saturated Soil Due to Reduction in Confinement” by Scott A. Anderson and Michael F. Riemer 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Scott A. Anderson; Michael F. Riemer
    Publisher: American Society of Civil Engineers
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