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Analysis and field tests on the performance of composite tubes under pile driving impact

机译:打桩冲击下复合管性能分析与现场试验

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摘要

Composite tubes provide a feasible alternative to concrete piles by eliminating formwork, reinforcing cage, and additional corrosion-deterrent cover. Field driving of concrete-filled composite tubes shoed no damage to the tube or concrete. Driving stresses in filled tubes were found comparable to those for prestressed concrete piles. Empty tubes may buckle or rupture under driving impact, unless driven at shallow depths and in soft soils, or with a steel mandrel. A detailed parametric study using the wave equation further confirmed that there is no difference in the drivability of filled FRP tubes and prestressed concrete piles of the same cross-sectional area and concrete strength.
机译:复合管通过消除模板,加固笼子和增加防腐蚀覆盖层,为混凝土桩提供了可行的替代方案。填充混凝土的复合管的现场驱动不会损坏管或混凝土。发现填充管中的驱动应力与预应力混凝土桩的驱动应力相当。空管在行驶冲击下可能会弯曲或破裂,除非在浅深度,软土中或用钢芯驱动。使用波动方程进行的详细参数研究进一步证实,相同横截面积和混凝土强度的FRP填充管和预应力混凝土桩的可驱动性没有差异。

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