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    Shallow Land Burial of Low‐Level Radioactive Waste 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
    Abstract: Low‐level radioactive waste has been produced since the early 1940's. Most of it has been buried in shallow pits at 11 existing sites. Several of the existing sites have performed poorly. Inability to control flow of surface ...
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    Closure to “<i>Shallow Land Burial of Low‐Level Radioactive Waste</i>” by David E. Daniel (January, 1983) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    Predicting Hydraulic Conductivity of Clay Liners 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
    Abstract: Data are presented from four projects in which rates of leakage from ponds lined with clay significantly exceeded the rates that would have been predicted on the basis of laboratory permeability tests. The actual hydraulic ...
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    Discussion of “<i>Clay Liner Permeability: Evaluation and Variation</i>” by Kingsley Harrop‐Williams (October, 1985, Vol. 111, No. 10) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    In Situ Hydraulic Conductivity Tests for Compacted Clay 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the state of the art for in situ conductivity testing of compacted clay soils. Nine methods of testing are reviewed: (1) The Boutwell permeameter; (2) constant‐head borehole permeameters, e.g., the ...
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    Closure to“Geosynthetic Clay Liners Subjected to Differential Settlement” by Mark D. LaGatta, B. Tom Boardman, Bradford H. Cooley, and David E. Daniel 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    Editor's Note 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Predicting Hydraulic Conductivity of Clay Liners</i>” by David E. Daniel (February, 1984) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author(s): David E. Daniel
    Publisher: American Society of Civil Engineers
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    Slug Test Analysis in Vertical Cutoff Walls. II: Applications 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Hangseok Choi; David E. Daniel
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses practical applications of the type curve method and modified linear curve fitting method described in a companion paper for evaluating the hydraulic conductivity of a vertical cutoff wall. Sensitivity ...
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