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    Three-Dimensional Responses of a Tied-Back Excavation through Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Richard J. Finno; Jill F. Roboski
    Publisher: American Society of Civil Engineers
    Abstract: The three-dimensional ground deformations measured during construction of a
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    Closure to “Three-Dimensional Responses of a Tied-Back Excavation through Clay” by Richard J. Finno and Jill F. Roboski 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Richard J. Finno; Jill F. Roboski
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Effects for Supported Excavations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Richard J. Finno; J. Tanner Blackburn; Jill F. Roboski
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of 150 finite-element simulations conducted to define the effects of excavation geometry, i.e., length, width, and depth of excavation, wall system stiffness, and factor of safety against ...
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