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    Discussion of “<i>Riverbank Stability Analysis I: Theory</i>” by Akode M. Osman and Colin R. Thorne (February, 1988, Vol. 114, No. 2) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): D. J. Hagerty
    Publisher: American Society of Civil Engineers
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    Piping/Sapping Erosion. I: Basic Considerations 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author(s): D. J. Hagerty
    Publisher: American Society of Civil Engineers
    Abstract: Erosion of streambanks and shorelines by exfiltrating seepage is called sapping or piping (because tubular cavities are produced). This mechanism is widespread in occurrence and is very significant to bank and shore ...
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    Piping/Sapping Erosion. II: Identification‐Diagnosis 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author(s): D. J. Hagerty
    Publisher: American Society of Civil Engineers
    Abstract: Although erosion of streambanks and other shorelines by emergent seepage is widespread, this erosion mechanism (termed
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    Seepage Effects in Some Riprap Revetments 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): D. J. Hagerty; A. C. Parola
    Publisher: American Society of Civil Engineers
    Abstract: Seepage can be an important cause of failure in riprap revetments, especially on streambanks consisting of layered alluvium, and on stage-controlled rivers. Revetments can be protected against seepage by filters designed ...
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    Ohio River Bank Erosion—traffic Effects 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): D. J. Hagerty; M. J. Hagerty
    Publisher: American Society of Civil Engineers
    Abstract: Examination of more than 700 miles (1,120 km) of Ohio River banks between 1977 and 1986 indicated that erosion intensity and extent decreased between 1983 and 1986. Detailed examination of 106 sites in the study area ...
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    Near-Bank Impacts of River Stage Control 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): D. J. Hagerty; M. F. Spoor; A. C. Parola
    Publisher: American Society of Civil Engineers
    Abstract: Retention of pools to allow navigation has produced a characteristic, anomalous topography on a number of rivers (e.g., Ohio, Illinois, Kanawha). A gently sloping subaqueous bench at and just below minimum pool stage has ...
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    Evaluation of Navigation Dam Effects on Riverbanks 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): D. J. Hagerty; R. A. Linker; D. A. Beatty
    Publisher: American Society of Civil Engineers
    Abstract: A study was conducted between 1978 and 1984 in a 72 mile-long stretch of the Ohio River to detect the influence of construction of the Smithland Locks and Dam on bank instability. Changes in bank appearance were noted ...
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    One‐Dimensional High‐Pressure Compression of Granular Media 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): M. M. Hagerty; D. R. Hite; C. R. Ullrich; D. J. Hagerty
    Publisher: American Society of Civil Engineers
    Abstract: A series of one‐dimensional compression tests was performed at vertical pressures as high as 689 MPa (100,000 psi). Three materials were tested: Ottawa sand, a granulated slag called Black Beauty, and soda lime glass. Glass ...
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    Closure to “<i>One‐Dimensional High‐Pressure Compression of Granular Media</i>” by M. M. Hagerty, D. R. Hite, C. R. Ullrich, and D. J. Hagerty (January, 1993, Vol. 119, No. 1) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): M. M. Hagerty; D. R. Hite; C. R. Ullrich; D. J. Hagerty
    Publisher: American Society of Civil Engineers
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