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A Conceptual Model of Pile Set-up for Driven Piles in Non-cohesive Soil

机译:非粘性土桩桩套装的概念模型

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A database is presented of case histories showing long-term set-up of driven piles in non-cohesive soil, revealing that long-term set-up can be substantial ― an average of 40% per log cycle of time being observed. The main results from a comprehensive study of the mechanisms behind pile set-up are presented. In the main, the study is based on pile loading tests, undertaken at different points in time, on piles instrumented with earth pressure cells on the shaft. In addition, dynamic testing and torque testing on small-scale rods were also performed at different points in time. It was concluded that pile set-up is caused by two strongly interconnected mechanisms: creep (stress relaxation) and soil aging (increasing dilation and stiffness). A conceptual model explaining the underlying process is presented.
机译:提出了一种数据库,其历史显示出在非粘性土壤中的驱动桩的长期设置,揭示了长期设置可以很大 - 每个日志循环平均为40%。介绍了堆积后面综合研究的主要结果。在主要的主要原合中,该研究基于桩载性试验,在不同点进行,堆上轴上的土压力电池仪表。此外,还在不同的时间点进行小型杆上的动态测试和扭矩测试。得出结论,堆积采集是由两种强烈相互连接的机制引起的:蠕变(应力松弛)和土壤老化(增加扩张和刚度)。提出了一个解释底层过程的概念模型。

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