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• W2182893995 abstract "One of the main causes of failure of bridges is foundation failure caused by pier scour effects. The present study is focused to investigate the scouring behaviour of pier foundations using reduced-scale hydraulic models. Currently, model experiments are being conducted on a horizontal masonry flume constructed at the Hydraulics Laboratory of IIT Bombay. The specially constructed flume is 11m long, 2m wide and 1.3 m deep, having a PCC floor and has a Perspex window of 3m long, located at 6m from the upstream end, facilitating the observation of scour and flow behaviour. Using the Froude’s similarity, model scale is chosen as 1:10. The pier model is made of steel. The water from the sump is pumped into an inlet tank and re-circulated. The experiments were conducted for flood discharge on river sand and results are presented. It was observed that major scour takes place at the upstream side of the pier leading to failure of the foundation." @default.
• W2182893995 created "2016-06-24" @default.
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• W2182893995 date "2010-01-01" @default.
• W2182893995 modified "2023-09-24" @default.
• W2182893995 title "Physical Model Study of Scouring Effects on Pier Foundations of Bridges" @default.
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