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Case History of a Full Scale Axial Load Test of Sheet Piles
Conference proceeding

Case History of a Full Scale Axial Load Test of Sheet Piles

Matthew B. Sylvain, Miguel A. Pando, Matthew J. Whelan, Corey D. Rice, Vincent O. Ogunro, Youngjin Park and Thomas Koch
GEOTECHNICAL FRONTIERS 2017: FOUNDATIONS, (279), pp 355-365
01 Jan 2017

Abstract

Engineering Engineering, Geological Science & Technology Technology
Short span bridges in the U.S. that are located near rivers and streams typically use sheet piles to defend the abutment against erosion and scour. In such bridges, the abutment axial load demands are usually carried by driven piles installed behind the scour protection sheet piles. An alternative bridge abutment design approach, successfully used for decades in Europe and in some projects in the U.S., involves installing sheet piles for the double function of scour protection and axial load bearing. This design paradigm shift has the potential to significantly reduce construction cost. However, widespread implementation and acceptance of this design approach requires full-scale axial load tests on instrumented sheet piles. This paper presents an axial load test program carried out at a test site in North Carolina that shows that the axial stiffness and load capacity of the sheet pile was comparable to the response recorded in the comparison H-pile when normalized for differences in the tip and surface areas.

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Engineering, Geological
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