Vertical and Lateral Bearing Capacity of FRP Composite Sheet Piles in Soft Soil

Abstract

Fiber-reinforced polymer (FRP) composite sheet piles are usually favored for slope and river-retaining structures due to their construction and environmental efficiency. Their applications, however, have been hindered by the lack of understanding of the bearing capacity. This paper studies the vertical and lateral bearing capacity of FRP composite sheet piles through three full-scale tests conducted in Haiyan, a soft soil site in the Yangtze River Delta of China. In the three tests, we measured the vertical bearing capacity of the FRP composite sheet piles, the bearing capacity of the composite foundation, and the lateral capacity of the FRP composite sheet piles, respectively. The test results show that the Q-S (load on the top of the pile versus settlement) curve of the FRP composite sheet piles exhibits a steep fall while that of the composite foundation is relatively flat. Moreover, the ultimate bearing capacity of the FRP composite sheet piles is measured to reach 23.8 kN while that of the composite foundation increases by 47.1 %, reaching 35.0 kN. It shows that the FRP composite sheet piles under the composite foundation have a favorable bearing performance. Finally, the final horizontal displacement of the FRP composite sheet pile in the reinforced area with anchoring the sheet pile is smaller than the final horizontal displacement in the nonreinforced area, indicating that the horizontal bearing capacity can be significantly improved by anchoring the sheet pile.

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“…The theoretical research on simple piles has become mature (Paik and Lee et al, 2011;Zhang and Gong et al 2011;Zhang and Zhao et al 2013;Wang and Xu et al 2015;Zhu and Lu et al 2019;Zhang and Xue et al 2021). Luo et al proposed a load transfer model of soil-root based on the modified hyperbolic load transfer model, and then established a simplified calculation method for nonlinear settlement of root piles in multilayered soils .…”

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