1965
DOI: 10.1061/jsfeaq.0000755
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Pumping Test to Determine Permeability Ratio

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1967
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Cited by 14 publications
(5 citation statements)
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“…This involves the analysis of core and spoil samples taken from the grouted structures, ensuring that the edges are precisely trimmed for accurate measurement [40]. Various methods, including the pumping test [41,42], the Tricon flexible wall triaxial cell permeameter [40,43,44], and the falling head permeameter [45], offer different approaches to measuring permeability based on the specific requirements of the project and the environmental considerations involved.…”
Section: Permeability Testingmentioning
confidence: 99%
“…This involves the analysis of core and spoil samples taken from the grouted structures, ensuring that the edges are precisely trimmed for accurate measurement [40]. Various methods, including the pumping test [41,42], the Tricon flexible wall triaxial cell permeameter [40,43,44], and the falling head permeameter [45], offer different approaches to measuring permeability based on the specific requirements of the project and the environmental considerations involved.…”
Section: Permeability Testingmentioning
confidence: 99%
“…This involves the analysis of core and spoil samples taken from the grouted structures, ensuring that the edges are precisely trimmed for accurate measurement [40]. Various methods, including the pumping test [41,42], the Tricon flexible wall triaxial cell permeameter [40,43,44], and the falling head permeameter [45], offer different approaches to measuring permeability depending on the specific requirements of the project and the environmental considerations involved. A pump test is a field test that is ideal for measuring permeability below the water table.…”
Section: Permeability Testingmentioning
confidence: 99%
“…Two field techniques for determining Kh/Kv that were investigated include (1) a direct estimate of the average Kh and Kv for the aquifer, based on the horizontal and vertical extent of movement of the zone of degraded water produced by percolation from the city of Barstow sewage-treatment plant and (2) an aquifer test on a partially penetrating well using the techniques of Weeks (1969) or Mansur and Dietrich (1965).…”
Section: Hydraulic Conductivitymentioning
confidence: 99%
“…By pumping a well perforated in the lower part of an aquifer and monitoring head changes in shallow observation wells, Weeks (1969) and Mansur and Dietrich (1965) were able to calculate the ratio Kh/Kv in shallow glacial outwash and alluvial aquifers. A similar aquifer test was undertaken in this study to provide a basis for evaluating the results of the previous technique, but instead of pumping from the aquifer, a 2-in.-diameter well was used to inject water in an interval 95-100 ft below the water table.…”
Section: Hydraulic Conductivitymentioning
confidence: 99%