Thermal integrity profiling of cast-in-situ piles in sand using fiber-optic distributed temperature sensing

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Journal of Rock Mechanics and Geotechnical Engineering Pub Date : 2023-12-01 DOI:10.1016/j.jrmge.2023.02.028
Jing Wang , Honghu Zhu , Daoyuan Tan , Zili Li , Jie Li , Chao Wei , Bin Shi
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Abstract

Defects in cast-in-situ piles have an adverse impact on load transfer at the pile‒soil interface and pile bearing capacity. In recent years, thermal integrity profiling (TIP) has been developed to measure temperature profiles of cast-in-situ piles, enabling the detection of structural defects or anomalies at the early stage of construction. However, using this integrity testing method to evaluate potential defects in cast-in-situ piles requires a comprehensive understanding of the mechanism of hydration heat transfer from piles to surrounding soils. In this study, small-scale model tests were conducted in laboratory to investigate the performance of TIP in detecting pile integrity. Fiber-optic distributed temperature sensing (DTS) technology was used to monitor detailed temperature variations along model piles in sand. Additionally, sensors were installed in sand to measure water content and matric suction. An interpretation method against available DTS-based thermal profiles was proposed to reveal the potential defective regions. It shows that the temperature difference between normal and defective piles is more obvious in wet sand. In addition, there is a critical zone of water migration in sand due to the water absorption behavior of cement and temperature transfer-induced water migration in the early-age concrete setting. These findings could provide important insight into the improvement of the TIP testing method for field applications.

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基于光纤分布式温度传感的砂土灌注桩热完整性分析
现浇桩缺陷对桩-土界面荷载传递和桩承载力产生不利影响。近年来,热完整性剖面法(TIP)被用于测量现浇桩的温度分布,从而能够在施工早期发现结构缺陷或异常。然而,使用这种完整性测试方法来评估现浇桩的潜在缺陷,需要对桩与周围土体水化传热机制有全面的了解。本研究在室内进行了小尺度模型试验,研究了TIP检测桩完整性的性能。采用光纤分布式温度传感(DTS)技术对砂土中模型桩的温度变化进行了详细监测。此外,在砂土中安装了传感器来测量含水量和基质吸力。提出了一种基于现有dts热剖面的解释方法来揭示潜在的缺陷区域。结果表明,在湿砂土中,正常桩与缺陷桩之间的温差更为明显。此外,由于水泥的吸水行为和早期混凝土设置中温度传递引起的水迁移,砂中存在水迁移的临界区。这些发现可以为现场应用TIP测试方法的改进提供重要的见解。
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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