jl-03-may-june-4 (1).pdf

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This paper summarizes the construction details and findings of laboratory and field tests of a new generation of precast composite piles used for the first time in the construction of the Route 40 highway bridge over the Nottoway River in  Virginia. The piles consisted of 24.6 in. (625 mm) diameter concrete-filled glass fiber reinforced polymer (GFRP) circular tubes, with a 0.21 in. (5.3 mm) wall thickness. The composite piles extended above the ground level and were directly  embedded into the reinforced concrete cap beam supporting the superstructure. Laboratory tests  included two full-scale composite piles loaded to failure using four-point bending configuration. Field testing included a full-scale precast  composite pile and a conventional 20 in. (508 mm) square concrete pile prestressed with  fourteen 1  / 2 in. (12.7 mm) diameter strands. This paper presents details of the construction and driving of the piles, comparisons between the behavior of the composite and prestressed  concrete piles under axial and lateral loading, the observed failure modes, and the details of the connection between the piles and the reinforced concrete cap beam. P iles used for bridge foundations are typically pro- duced using traditional materials such as concrete, steel, and timber. In recent years, high repair and re- placement costs have led North American highway agen- cies and researchers to investigate the feasibility of using fiber-composite materials for transportation and civil engi- neering infrastructure, including pile foundations for Precast Piles for Route 40 Bridge in V irginia Using Concrete Filled FRP Tubes 2 PCI JOURNAL Amir Fam, Ph.D. Assistant Professor Department of Civil Engineering Queen’s University Kingston, Ontario, Canada Miguel Pando, Ph.D. Assistant Professor Department of Civil Engineering University of Puerto Rico – Mayaguez Campus Mayaguez, Puerto Rico George Filz, Ph.D., P.E. Associate Professor Civil and Environmental Engineering Department Virginia Polytechnic Institute and State University Blacksburg, Virginia Sami Rizkalla, Ph.D. Distinguished Professor of Civil Engineering and Construction and Director of the Constructed Facilities Laboratory Civil Engineering Department North Carolina State University Raleigh, North Carolina

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