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dc.contributor.advisorVeenstra, John N.
dc.contributor.authorYue, Er
dc.date.accessioned2018-03-13T18:16:36Z
dc.date.available2018-03-13T18:16:36Z
dc.date.issued2017-05
dc.identifier.urihttps://hdl.handle.net/11244/54639
dc.description.abstractSoil matric suction is an important parameter in unsaturated soils. The shrink-swell properties of expansive soils is controlled by soil matric suction. Matric suction variations cause volume change in expansive soils, which further causes damages to pavements and foundations. This research makes use of field measurements of matric suction obtained from the Oklahoma Mesonet and the Department of Energy's Atmospheric Radiation Measurement network to estimate active zone depth. The long-term matric suction measurement indicated a seasonal pattern of matric suction variation. The shallower depth of soil is more sensitive to the climatic conditions. Two methodologies, empirical equation and numerical analysis, were used to calculate the active zone depth in Oklahoma. The active zone depth is approximately 0.5 to 4 m depending on the soil properties and climatic conditions. The diffusion coefficient and saturated hydraulic conductivity are the two important parameters controlling the active zone depth.
dc.formatapplication/pdf
dc.languageen_US
dc.rightsCopyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material.
dc.titleSoil matric suction and active zone depth in Oklahoma
dc.contributor.committeeMemberTyagi, Avdhesh
dc.contributor.committeeMemberYang, Xiaoming
dc.contributor.committeeMemberOchsner, Tyson
osu.filenameYue_okstate_0664D_15062.pdf
osu.accesstypeOpen Access
dc.type.genreDissertation
dc.type.materialText
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorOklahoma State University


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