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

机译:非粘性土中打桩的立桩概念模型

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摘要

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:数据库提供了一个案例历史数据库,该数据库显示了在非粘性土壤中打桩的长期设置,表明长期设置非常重要-平均每个日志周期观察到40%的时间。提出了对桩设置背后的机制进行全面研究的主要结果。总体而言,该研究基于在不同时间点对桩上装有土压力单元的桩进行的桩载荷测试。此外,还在不同的时间点对小型棒进行了动态测试和扭矩测试。结论是,桩的建立是由两个相互联系的机制引起的:蠕变(应力松弛)和土壤老化(膨胀和刚度增加)。提出了解释潜在过程的概念模型。

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