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    Fully Coupled Analysis of Failure and Remediation of Lower San Fernando Dam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 004
    Author(s): H. Y. Ming; X. S. Li
    Publisher: American Society of Civil Engineers
    Abstract: The extent of flow deformation in an embankment dam is determined by the driving forces and the residual strength of the soil, as well as by the kinematic constraints. The soil conditions of berm and buttress, as well as ...
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    Numerical Study of Impact of Soil Anisotropy on Seismic Performance of Retaining Structure 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 005
    Author(s): H. Y. Ming; X. S. Li; Y. F. Dafalias
    Publisher: American Society of Civil Engineers
    Abstract: Recent laboratory investigations indicate that the stress–strain–strength responses of granular soils are appreciably affected by the fabric orientation of the soil relative to the frame of principal stresses. Especially, ...
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