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Experimental Study on Instrumented Micropiles

机译:仪表微型仪的实验研究

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摘要

In the present work, first steps of an extensive experimental study carried out on two vertical micropiles in alluvial silty soil are presented. One of the vertical micropiles is injected throughout valves a-manchèttes placed along the steel core of the shaft, while the other one is grouted with a unique global injection. Both of them are instrumented with several strain gauges along the shaft and an accelerometer at the head. The protection technique adopted to prevent damages on the strain gauges during micropile installation and high-pressure injections is also discussed. The main objectives of this experimental campaign are the monitoring of the modifications in the dynamic characteristics of the complex soil-micropile system due to execution techniques and construction stages, and the investigation of the dynamic response considering different kind of cyclic and dynamic loading. In particular, the effect of the high-pressure injections on the dynamic response of vertical micropiles is here investigated, by means of series of ambient vibrations and lateral impact loading tests. Experimental data of impact load tests are finally compared with results obtained from an analytical model.
机译:在本作的工作中,提出了在发生冲积粉状土壤中两种垂直微量微量微量微量微量微型土壤中进行的大量实验研究的第一步。其中一个垂直微型阀注入阀门沿着轴的钢芯放置的阀门A-Manchèttes,而另一个是用独特的全局喷射灌浆。它们中的两个都用沿轴和头部的加速度计有几个应变计。还讨论了防止在微微潜水装置和高压喷射期间防止应变仪损坏的保护技术。该实验活动的主要目标是监测由于执行技术和施工阶段,对复杂的土壤微微潜水系统的动态特性进行了监测,以及考虑不同种类的循环和动态载荷的动态响应的调查。特别地,通过一系列环境振动和横向冲击负载测试,研究了高压注射对垂直微量自湿的动态响应的影响。最终将冲击载荷试验的实验数据与来自分析模型获得的结果进行比较。

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