Local Scour at Integral Bridges with Single and Double Row Piles in a Two-stage Channel
作者： Faridah Othman , Ismail Othman , Shatirah Akib , Mohamad Sholichin Marzuki , Ata Amini
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摘要: Integral bridges perform well in service, give long-term benefits, reduce construction cost and require less maintenance compared to conventional bridges. A specific objective of the research is study relationships scour depth for integral bridge with one row two rows piles as a foundation. Time development single double pile were also been investigated. Flow intensities affected rate local at Scour occurred higher upstream rather than downstream on abutment bridge. Results show that was
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