Theses/Dissertations
Author Harms, Mark Alan, 1961- author.

Title The effect of the degree of saturation on the permeability of a compacted clay to organic permeants / by Mark Alan Harms.

Published [Rolla, Missouri] : University of Missouri--Rolla, [1985]
LOCATION CALL # STATUS
 MST DEPOSITORY  THESIS T 5272/5277,5279/5284  MICROFILM    NOT CHECKED OUT
 MST Thesis  THESIS T 5281    NOT CHECKED OUT
Description viii, 63 leaves : illustrations ; 29 cm
Summary "Relationships for permeability of kaolinite versus degree of saturation and permeability versus flow are developed for 0.005 N calcium sulphate, xylene and aniline permeants using the triaxial flexible wall permeameter. The clay was statically compacted at degrees of saturation of 50%, 75% and 100%. A gradient of 277 was used for the permeability tests. The initial degree of saturation was inversely related to the permeability of the clay. Saturated clay samples were found to be virtually impervious to aniline and xylene. As the degree of saturation decreased, the permeability increased with the initial volume of flow equivalent to the volume of air space, thereby saturating the sample. Subsequent flow occurred at a stabilized permeability. The stabilized permeability is independent of the initial degree of saturation for the standard permeant (0.005 N calcium sulphate)"--Abstract, leaf iii.
Notes Vita.
Typescript.
M.S. University of Missouri--Rolla 1985.
Includes bibliographical references (leaves 60-62).
Subjects Clay minerals -- Permeability.
Kaolinite -- Permeability.
Soil permeability -- Testing.
Soil moisture.
Other Titles MST Thesis. Civil Engineering (M.S., 1985)
OCLC/WorldCat Number 13510306
Author Harms, Mark Alan, 1961- author.
Title The effect of the degree of saturation on the permeability of a compacted clay to organic permeants / by Mark Alan Harms.
Subjects Clay minerals -- Permeability.
Kaolinite -- Permeability.
Soil permeability -- Testing.
Soil moisture.
Other Titles MST Thesis. Civil Engineering (M.S., 1985)