TY - JOUR
T1 - Thermal integrity profiling of cast-in-situ piles in sand using fiber-optic distributed temperature sensing
AU - Wang, Jing
AU - Zhu, Honghu
AU - Tan, Daoyuan
AU - Li, Zili
AU - Li, Jie
AU - Wei, Chao
AU - Shi, Bin
N1 - Funding Information:
Prof. Honghu Zhu is a Professor at the School of Earth Sciences and Engineering and the Dean of the Institute of Earth Exploration and Sensing, Nanjing University, China. He earned his PhD in Geotechnical Engineering from the Hong Kong Polytechnic University in 2009. His research interests primarily lie in fiber optic monitoring and stability analysis of geoengineering problems, with a special focus on interface behaviors. His research outputs have been applied to many projects, such as landslide monitoring in the Three Gorges Reservoir area, debris flow prevention and control in the Wenchuan earthquake area, and structural health monitoring of the Pearl River Delta water conveyance tunnel. Over the past decade, he has co-authored two books, 12 patents, and published over 100 journal and conference papers. In recognition of his significant contributions to engineering geology and geotechnics, he was awarded the 1st-class Prize of National Scientific & Technological Progress Award of China in 2018 and was awarded funding from the National Science Fund for Distinguished Young Scholars in 2022. He serves as an editorial board member for the Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), the International Journal of Geosynthetics and Ground Engineering, and Smart Construction and Sustainable Cities.
Funding Information:
The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Grant Nos. 42225702 and 42077235 ) and the Open Research Project Program of the State Key Laboratory of Internet of Things for Smart City (University of Macau), China (Grant No. SKLIoTSC(UM)-2021-2023/ORP/GA10/2022 ).
Publisher Copyright:
© 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
PY - 2023/12
Y1 - 2023/12
N2 - 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.
AB - 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.
KW - Distributed temperature sensing (DTS)
KW - Fiber-optic thermal integrity profiling (FO-TIP)
KW - Geotechnical monitoring
KW - Heat transfer
KW - Pile defect
KW - Pile‒soil interface
UR - http://www.scopus.com/inward/record.url?scp=85162192522&partnerID=8YFLogxK
U2 - 10.1016/j.jrmge.2023.02.028
DO - 10.1016/j.jrmge.2023.02.028
M3 - Journal article
AN - SCOPUS:85162192522
SN - 1674-7755
VL - 15
SP - 3244
EP - 3255
JO - Journal of Rock Mechanics and Geotechnical Engineering
JF - Journal of Rock Mechanics and Geotechnical Engineering
IS - 12
ER -