Measuring the swelling of clay liners in the U.N.B. mini centrifuge

dc.contributor.advisorValsangkar, A.
dc.contributor.advisorJ., Valsangkar
dc.contributor.authorGilliss, Scott
dc.date.accessioned2023-06-07T21:17:32Z
dc.date.available2023-06-07T21:17:32Z
dc.date.issued1997
dc.description.abstractIt is important to determine the swelling potential of compacted clay liners. Swelling of a clay liner will result in an increased permeability and a reduction in performance. Unexpected groundwater contamination could occur if the increase in permeability is significant. The U.N.B. mini centrifuge was used to measure the swelling potential of different clay liners. Soil-bentonite and bentonite liners were tested. Four tests series consisting of six test each, were performed according to the "modeling of models" principle. The testing methodology used in each test series is described. Results indicate that the modeling of models was successful only in the tests performed at higher gravitational forces on small models. Model size effects are described and are used to explain the tests failures at lower accelerations.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteGilliss, Scott (1997). Measuring the swelling of clay liners in the U.N.B. mini centrifuge . (Engineering Senior Report no. TGE-80 1997). Fredericton : University of New Brunswick, Dept. of Geological Engineering TGE-80 1997 1882/13006
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35210
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineGeological Engineering
dc.titleMeasuring the swelling of clay liners in the U.N.B. mini centrifuge
dc.typesenior report
thesis.degree.disciplineGeological Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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