Geotechnical characteristics of wood chips and hay used in an induced trench

dc.contributor.advisorValsangkar, A.
dc.contributor.advisorJ., Valsangkar
dc.contributor.authorMcQueen, Chris
dc.date.accessioned2023-06-07T21:26:02Z
dc.date.available2023-06-07T21:26:02Z
dc.date.issued2000
dc.description.abstractThe geotechnical characteristics of compressible materials such as wood shavings and hay, which are currently being used as fill in induced trenches, are not documented. Characteristics such as compressibility and internal angle of friction were determined through laboratory testing. Tests were performed on samples in both loose and compacted states. Results from the present study are compared with those determined for other suitable compressible materials.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteMcQueen, Chris (2000). Geotechnical characteristics of wood chips and hay used in an induced trench . (Engineering Senior Report no. TGE-124 2000). Fredericton : University of New Brunswick, Dept. of Geological Engineering TGE-124 2000 1882/13670
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35861
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineGeological Engineering
dc.titleGeotechnical characteristics of wood chips and hay used in an induced trench
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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