Analyzing thermal integrity profiling data for drilled shaft evaluation

K. R. Johnson
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引用次数: 13

Abstract

Thermal integrity profiling (TIP) is the most recent non-destructive test method to gain widespread popularity in post-construction evaluation of drilled shafts. The allure lies in its ability to detect anomalies across the entire cross-section of a shaft as well as provide a measure of lateral cage alignment. Similarly remarkable, early developments showed that the shape of a temperature profile (with depth) matched closely with the shape of the shaft, thus allowing for a fairly straightforward interpretation of data. Immediately apparent however, was that the relationship between shape and temperature was with two major exceptions: (1) near the ends of the shaft where heat can escape both radially and longitudinally and (2) where drastic changes in the surroundings are encountered (e.g. soil to water, soil to air). Today, methods for analyzing these portions of data exist, but can often involve tedious levels of parameter iterations and trial-and-error thermal modeling. This is particularly true when the effects of time are not well understood. A comparison of model and field results is presented to provide further insight into these types of temperature distributions and to address the difficulties associated with their analysis. This paper shows how thermal modeling can be used to track the effects of time on analysis, and concludes with case studies that demonstrate the findings.
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钻井热完整性剖面数据分析
热完整性剖面法(TIP)是近年来在井筒施工后评价中得到广泛应用的一种无损检测方法。它的吸引力在于能够检测井筒整个横截面的异常情况,并提供横向保持架对齐的测量。同样值得注意的是,早期的发展表明,温度剖面的形状(含深度)与竖井的形状密切匹配,因此可以相当直接地解释数据。然而,显而易见的是,形状和温度之间的关系有两个主要的例外:(1)在轴的末端附近,热量可以径向和纵向逃逸;(2)在周围环境发生剧烈变化的地方(例如,土壤到水,土壤到空气)。今天,分析这些数据部分的方法已经存在,但往往涉及繁琐的参数迭代和试错热建模。当时间的影响还没有被很好地理解时,情况尤其如此。本文提出了模型和现场结果的比较,以进一步了解这些类型的温度分布,并解决与分析相关的困难。本文展示了如何使用热建模来跟踪时间对分析的影响,并通过案例研究来证明研究结果。
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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Editorial Note – Issue 3 (2018) Measured end resistance of CFA and drilled displacement piles in San Francisco Area alluvial clay DFI Journal Underwriters A sensitivity analysis on the parameters affecting large diameter helical pile installation torque, depth and installation power for offshore applications The deep soil mixing for the Galataport project in Istanbul, Turkey
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