Experimental study on instrumented micropiles

Maria Chiara Capatti, S. Carbonari, F. Gara, D. Roia, F. Dezi
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引用次数: 3

Abstract

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.
仪器微桩试验研究
在本工作中,介绍了在冲积粉质土壤中对两个垂直微桩进行的广泛实验研究的第一步。其中一个垂直微桩通过沿轴钢芯放置的阀门注入,而另一个则通过独特的全局注入进行灌浆。它们都在轴上安装了几个应变计,在头部安装了一个加速度计。讨论了在微桩安装和高压注入过程中防止应变片损坏的保护技术。本试验的主要目的是监测复杂土-微桩系统的动力特性因施工技术和施工阶段的变化,并研究考虑不同类型的循环和动力荷载的动力响应。通过一系列环境振动和横向冲击荷载试验,研究了高压注入对竖向微桩动力响应的影响。最后将冲击载荷试验数据与解析模型结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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