Chapter
Apr 26, 2012
Riprap Protection of Bridge Abutments under Clear Water Conditions
Authors: Nicola J. Eve and Bruce W. MelvilleAuthor Affiliations
Publication: Building Partnerships
Abstract
Criteria for selecting riprap to protect bridge abutments against scour were investigated. experiments were conducted with a spill-through abutment under clear water conditions for various riprap sizes, apron sizes and apron extents. The abutments were constructed from the bed sediment and riprap was laid on top, to a thickness of two stone diameters. Tests were run for a period of 24 hours, after which the abutment was assessed for failure, either total, partial or not at all. An abutment was adjudged to have failed if the side slopes of the abutment (including the riprap blanket) had shifted in any way. Initially, the riprap apron was constructed following the HEC-23 recommendations. This recommendation was found to be conservative in all cases, and was reduced by increments in subsequent tests until an abutment failure occurred. This process was carried out for two abutment lengths and three riprap sizes. A useful relationship was found between the dimensionless riprap size and apron extent, showing a clear zone of partial failure.
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© 2000 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Nicola J. Eve
Department of Civil and Resource Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand
Bruce W. Melville
Department of Civil and Resource Engineering, University of Auckland, Private Bag 92019, Auckland New Zealand
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