A Method of Section Replacement for Pile-Bent Pier Rehabilitation

Atitep Srikongsri; Alonggorn Sopapun

doi:10.4028/www.scientific.net/AMM.752-753.1244

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 752-753A Method of Section Replacement for Pile-Bent Pier...

A Method of Section Replacement for Pile-Bent Pier Rehabilitation

Abstract:

This paper presents a case of repair practice for a concrete bridge that was classified as imminent failure condition. The bridge is slab-type with an equal span of 10 meters long. Each pier is built up of six driven concrete piles. Over 30 years, critical deterioration occurred to concrete pier columns with many severe corrosion spots on reinforcing bars. A concept of section replacement was used to develop a repair technique to remove an entire body of deteriorated materials and restore with selected new materials, was used to develop a repair method. The method involved several stages of works that included: site investigation, damage inspections; work area preparation and installation of temporary structure; material replacement; and work completion. The lesson learned from repair practice suggests the number of key success factors to complete the task safely and cost effectively in a timely way.

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Periodical:

Applied Mechanics and Materials (Volumes 752-753)

Pages:

1244-1249

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.752-753.1244

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Online since:

April 2015

Authors:

Atitep Srikongsri*, Alonggorn Sopapun

Keywords:

Concrete Bridge, Deterioration, Pile-Bent Pier, Rehabilitation, Repair

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* - Corresponding Author

References

[1] AASHTO, Guidelines for Historic Bridge Rehabilitation and Replacement, American Association of State Highway and Transportation Officials, Washigton DC, (2008).

Google Scholar

[2] S.W. Ainge, Repair and Strengthening of Bridge Substructures, M. Sc. Thesis, Marquette University, Wisconsin, (2012).

Google Scholar

[3] Ministry of Transport, Standard Drawings for Highways Construction. Department of Highways, Bangkok, Thailand, (1994).

Google Scholar

[4] TRB, Cost-Effective Practices for Off-system and Local Interest Bridges, NCHRP Systhesis 327, Transportation Research Board, Washington DC, (2004).

Google Scholar