Infiltration of rainwater into a tension crack and its impact on the stability of unsupported vertical trenches in unsaturated soils

dc.contributor.advisorOh, Won Taek
dc.contributor.authorMayadunna, B. B.
dc.date.accessioned2024-09-25T18:51:39Z
dc.date.available2024-09-25T18:51:39Z
dc.date.issued2024-08
dc.description.abstractThe development of a tension crack behind the crest of an unsupported trench creates a path for infiltration of rainwater. This phenomenon accelerates the failure of an unsupported trench reducing the soil's shear strength due to decreased matric suction. A series of numerical analyses were carried out using SLOPE/W and SEEP/W software to investigate the influence of hydraulic conductivity function of tension crack on the stand-up time of unsupported vertical trenches, considering groundwater table levels (1m, 3m and 5m) and rainfall intensities (0.11, 0.36, 1.08, 3.60 and 10.8 mm/hr). It was assumed that the trenches were excavated into Indian Head till. Seepage through a tension crack was simulated by using four different approaches available in the literature. Two case studies that used to validate the research approaches demonstrated that the stability of a UVT with a tension crack during a rainfall event can be assessed by simulating the tension crack as a void space.
dc.description.copyright© B. B. Mayadunna, 2024
dc.format.extentxv, 112
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/38118
dc.language.isoen
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.subject.disciplineCivil Engineering
dc.titleInfiltration of rainwater into a tension crack and its impact on the stability of unsupported vertical trenches in unsaturated soils
dc.typemaster thesis
oaire.license.conditionother
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelmasters
thesis.degree.nameM.Sc.E.

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