Soil investigation and foundation design recommendations for Highway 407 / Kipling Ave.

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dc.contributor.advisorValsangkar, A.
dc.contributor.advisorJ., Valsangkar
dc.contributor.authorSedgwick, Bruce W.
dc.date.accessioned2023-06-07T20:34:45Z
dc.date.available2023-06-07T20:34:45Z
dc.date.issued1990
dc.description.abstractThis r e p o r t presents an analysis of the geotechnical aspects of the proposed c o n s t r u c t i o n of the Highway 407/Kipling Ave. bridge. The analysis i n v e s t i g a t e s the p r e d i c t e d settlement of the s t r u c t u r e and three a l t e r n a t i v e s t o minimize p o s t - c o n s t r u c t i on settlement. A l t e r n a t i v e s i n v e s t i g a t e d are the removal of compressible s o i l s , p r e c o n s o l i d a t i o n surcharging and foundation support by p i l e s.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteSedgwick, Bruce W (1990). Soil investigation and foundation design recommendations for Highway 407 / Kipling Ave. . (Engineering Senior Report no. T-1475 1990). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1475 1990 1882/12231
dc.format.extentiv, 54 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/34593
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleSoil investigation and foundation design recommendations for Highway 407 / Kipling Ave.
dc.typesenior report
thesis.degree.disciplineCivil 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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