Settlement and Deformation Response of a Bridge Footing on a Sloped Fillby Guy Y. Félio, (M.ASCE), Natl Research Council of Canada, Ottawa, Canada,
Gunther E. Bauer, Natl Research Council of Canada, Ottawa, Canada,
Abstract: The problem of settlement of spread footings located within or near granular slopes has been investigated in the laboratory using a large testing facility. Based on these results, footings for a prototype bridge abutment were dimensioned. The settlement behaviour of the abutment was monitored over 18 months. The results are given and discussed.
Subject Headings: Footings | Granular materials | Slopes | Bridge abutments | Soil settlement | Structural settlement | Fills
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