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Driven Concrete Pile Foundation Monitoring With Embedded Data Collector System

机译:嵌入式数据采集器系统驱动混凝土桩基监控

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Florida Department of Transportation (FDOT) sponsored research performed at the University of Florida resulted in developing a wireless monitoring and real time static capacity estimate technology for driven piles. This new technology, Embedded Data Collector (EDC), uses two levels of instrumentation, embedded in the body of precast prestressed concrete piles near the head and tip. Strain and acceleration measurements obtained at these instrumentation levels during driving are sent wirelessly to a receiver in the field, and analyzed in real time to provide the operator with estimates of static capacity, stresses in the pile, transfer energy, damping factor, stroke height, and other relevant parameters used to evaluate the pile driving process and the driving system. The EDC system is currently undergoing phase one of a two phase field evaluation program planned by the FDOT to determine the level of reliability that can be anticipated by its use. The first phase consists of monitoring piles with EDC instrumentation and concurrently monitoring them with the Pile Driving Analyzer (PDA), given that there is ample data supporting the reliability of PDA. Measurements of strain and particle acceleration converted to force and velocity traces can then be compared between the two systems, along with the corresponding calculated magnitude of downward and upward traveling stress waves as they move along the pile at any point in time. Selected hammer blows recorded by PDA equipment are analyzed by means of signal matching software (CAPWAP) and the estimated static skin, end bearing, and total resistance obtained are compared against EDC static resistance predictions. The second phase of the evaluation will compare EDC estimates of static capacity against instrumented static load test results. The purpose of this paper, is only to present a summary of results obtained thus far in phase one, and compares EDC estimates of static capacity results with those from PDA and CAPWAP.
机译:佛罗里达大学交通运输部(FDOT)在佛罗里达大学进行的研究促使开发了一种用于驱动桩的无线监控和实时静态容量估算技术。这项新技术称为嵌入式数据收集器(EDC),它使用两个级别的仪器,这些仪器嵌入在头部和尖端附近的预制预应力混凝土桩体中。在驾驶过程中,在这些仪器级别获得的应变和加速度测量值会无线发送到现场的接收器,并进行实时分析,从而为操作员提供静态容量,桩中的应力,传递能量,阻尼系数,行程高度,和其他相关参数,用于评估打桩过程和打桩系统。 EDC系统当前正在接受FDOT计划的两阶段现场评估计划的第一阶段,以确定其使用可以预期的可靠性水平。假设有足够的数据支持PDA的可靠性,则第一阶段包括使用EDC仪器监视桩并同时使用打桩分析仪(PDA)对其进行监视。然后可以比较两个系统之间转换为力和速度迹线的应变和粒子加速度的测量值,以及当它们在任意时间点沿桩移动时相应的向下和向上行进的应力波的计算幅度。利用信号匹配软件(CAPWAP)对PDA设备记录的选定锤击进行分析,并将估计的静态蒙皮,端部轴承和获得的总电阻与EDC静态电阻预测值进行比较。评估的第二阶段将比较EDC的静态容量估算值与仪器化的静态负载测试结果。本文的目的仅在于总结到目前为止在第一阶段中获得的结果,并将EDC静态容量结果的估计值与PDA和CAPWAP的结果进行比较。

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