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    Comparison of Four Methods to Assess Hydraulic Conductivity

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author:
    Craig H. Benson
    ,
    John A. Gunter
    ,
    Gordon P. Boutwell
    ,
    Stephen J. Trautwein
    ,
    Peter H. Berzanskis
    DOI: 10.1061/(ASCE)1090-0241(1997)123:10(929)
    Publisher: American Society of Civil Engineers
    Abstract: A hydraulic conductivity assessment that was conducted on four test pads constructed to the same specifications with soil from the same source by four different contractors is described. The test pads had distinctly different field hydraulic conductivities, even though they were constructed with similar soil, to similar compaction conditions, and with similar machinery. Adequate hydration time was key in achieving low field hydraulic conductivity. More extensive processing was another factor responsible for low field hydraulic conductivity. Four different test methods were used to assess the hydraulic conductivity of each test pad: (1) sealed double-ring infiltrometers (SDRIs); (2) two-stage borehole permeameters; (3) laboratory hydraulic conductivity tests on large block specimens; and (4) laboratory hydraulic conductivity tests on small specimens collected in thin-wall sampling tubes. The tests were conducted independently by each of the writers. After the tests were completed, the results were submitted and compared. Analysis of the test results shows that the three large-scale test methods generally yield similar hydraulic conductivities. For two of the test pads, however, the hydraulic conductivities of the specimens collected in sampling tubes were significantly lower than the field hydraulic conductivities. Both of these test pads had high field hydraulic conductivity. Thus, there is little value in using small specimens to assess field hydraulic conductivity.
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      Comparison of Four Methods to Assess Hydraulic Conductivity

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    contributor authorCraig H. Benson
    contributor authorJohn A. Gunter
    contributor authorGordon P. Boutwell
    contributor authorStephen J. Trautwein
    contributor authorPeter H. Berzanskis
    date accessioned2017-05-08T21:25:56Z
    date available2017-05-08T21:25:56Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A10%28929%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51240
    description abstractA hydraulic conductivity assessment that was conducted on four test pads constructed to the same specifications with soil from the same source by four different contractors is described. The test pads had distinctly different field hydraulic conductivities, even though they were constructed with similar soil, to similar compaction conditions, and with similar machinery. Adequate hydration time was key in achieving low field hydraulic conductivity. More extensive processing was another factor responsible for low field hydraulic conductivity. Four different test methods were used to assess the hydraulic conductivity of each test pad: (1) sealed double-ring infiltrometers (SDRIs); (2) two-stage borehole permeameters; (3) laboratory hydraulic conductivity tests on large block specimens; and (4) laboratory hydraulic conductivity tests on small specimens collected in thin-wall sampling tubes. The tests were conducted independently by each of the writers. After the tests were completed, the results were submitted and compared. Analysis of the test results shows that the three large-scale test methods generally yield similar hydraulic conductivities. For two of the test pads, however, the hydraulic conductivities of the specimens collected in sampling tubes were significantly lower than the field hydraulic conductivities. Both of these test pads had high field hydraulic conductivity. Thus, there is little value in using small specimens to assess field hydraulic conductivity.
    publisherAmerican Society of Civil Engineers
    titleComparison of Four Methods to Assess Hydraulic Conductivity
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:10(929)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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