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    Closure to “Vector Analysis of Keyblock Rotations” by Matthew Mauldon and Richard E. Goodman 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Matthew Mauldon; Richard E. Goodman
    Publisher: American Society of Civil Engineers
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    Investigations of Blocks in Foundations and Abutments of Concrete Dams 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Richard E. Goodman; Chris Powell
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses investigations of potential block hazards in ten existing American concrete arch and buttress dams. Block theory was used to identify and describe all removable blocks, based on the study of construction ...
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    Vector Analysis of Keyblock Rotations 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): Matthew Mauldon; Richard E. Goodman
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical response of rock slopes and excavations depends largely on the geometry of discontinuities and associated rock blocks. Commonly used rigid block models for determining stability, such as the sliding wedge ...
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    Evaluating Safety of Concrete Gravity Dam on Weak Rock: Scott Dam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Richard E. Goodman; Charles S. Ahlgren
    Publisher: American Society of Civil Engineers
    Abstract: Scott Dam is owned and operated by Pacific Gas & Electric Co. (PG&E) as part of the Potter Valley Project. Although it is an unimpressive concrete gravity dam [233 m (765 ft) long with maximum water surface 33.4 m (110 ft) ...
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    Behavior of Rock in Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Richard E. Goodman; D. Scott Kieffer
    Publisher: American Society of Civil Engineers
    Abstract: The behavioral modes to which a rock slope is susceptible are many and complex. This article discusses a long but not exhaustive list of common failure styles, highlighting observable characteristics that distinguish one ...
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    Uplift Pressure in Crack Below Dam 

    Source: Journal of Energy Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Richard E. Goodman; Bernard Amadei; Nicholas Sitar
    Publisher: American Society of Civil Engineers
    Abstract: A specific analytical solution for flow through a horizontal crack of finite length drained by a series of vertical drains is presented. The solution is used to derive diagrams of uplift pressure on the base of a dam and ...
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    Evaluating Safety of Concrete Gravity Dam on Weak Rock:Scott Dam 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): H. John Hovland; Edmund W. Medley; R. L. Volpe; Richard E. Goodman; Charles S. Ahlgren
    Publisher: American Society of Civil Engineers
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