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dc.contributor.authorAhmed Moussa
dc.contributor.authorAhmed Shalaby
dc.contributor.authorLeonnie Kavanagh
dc.contributor.authorPooneh Maghoul
dc.date.accessioned2019-09-18T10:40:31Z
dc.date.available2019-09-18T10:40:31Z
dc.date.issued2019
dc.identifier.other%28ASCE%29CR.1943-5495.0000185.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260126
dc.description.abstractRoadways over culverts experience severe distresses due to frost action in the subgrade. Thermal insulation placed near the culvert can reduce frost penetration in the soil surrounding the culvert. Three culvert sites backfilled with clay in Manitoba, Canada were instrumented with thermistors to monitor the changes in the soil thermal profile near culverts with and without thermal insulation placed below the culvert barrels. Temperature data from the instrumented sites were used to calibrate and validate a two-dimensional (2D) numerical model which was used in evaluating the performance of different placements of thermal insulation near culverts through a parametric study. The parametric study included evaluation of the use of thermal insulation above the culvert, below the culvert, and attached to the walls of culvert barrels to reduce the thermal disturbance in the soil. It was concluded that the least thermal disturbance in the soil was achieved when 75-mm thermal insulation was attached to the walls of the culvert. The outcomes of this study can be used to mitigate road roughness over culverts that is caused by frost action.
dc.publisherAmerican Society of Civil Engineers
dc.titleUse of Rigid Geofoam Insulation to Mitigate Frost Heave at Shallow Culvert Installations
dc.typeJournal Paper
dc.journal.volume33
dc.journal.issue3
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000185
dc.page05019003
dc.treeJournal of Cold Regions Engineering:;2019:;Volume ( 033 ):;issue: 003
dc.contenttypeFulltext


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