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- W186814007 abstract "A common design/construction procedure for highway bridges in Alabama is the use of steel HP piles driven to a firm stratum with a length above ground/water up to the level of a concrete bent cap which supports the bridge superstructure. The use of 3, 4, 5, or 6 such piles in a row with the two end piles battered are very common bridge pile bents. The bents are sometimes X-braced in the plane of the piles for lateral support and sometimes the piles are encased in concrete from the bent cap down to 3 ft below ground level (and the X-bracing eliminated). The Alabama Department of Transportation (ALDOT) is currently performing an assessment of scour susceptibility of its bridges, and a part of this assessment requires an evaluation of the structural stability of these bridges for an estimated scour event. Because of the large number of bridges in the state, there is a compelling need to develop a simple which can be used, along with the scour analyses, to efficiently assess the susceptibility of the pile bridge bents to failure during an extreme scour event. The objectives of the Phase I research work on this multi-phase project was to identify the primary parameters of importance in assessing the adequacy of pile bents for extreme scour events, and to identify the best approach to follow in developing a screen tool. The objective of this Phase II research work was to develop a screening tool, and a user's guide explaining the proper use of the tool, for use in evaluating the stability of simple pile bent supported bridges in an extreme scour event. The screening tool should address a broad range of typical bridge layouts, substructure designs, pile bent foundations, geotechnical conditions, and scour events encountered in Alabama. It should be as simple to use as possible, within the constraint of providing reliable results, require only bridges/foundation/site parameter data which are available to ALDOT engineers, and lend itself to later automation." @default.
- W186814007 created "2016-06-24" @default.
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- W186814007 date "2006-07-01" @default.
- W186814007 modified "2023-09-27" @default.
- W186814007 title "Stability of Highway Bridges Subject to Scour - Phase II" @default.
- W186814007 hasPublicationYear "2006" @default.
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