Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (7): 2004-2014.

• Geotechnical Engineering • Previous Articles     Next Articles

Field experimental study on the high-precision measurement of deformation of cast-in-place pile

GAO Lei1, ZHOU Le1, LIU Han-long1, 2, HUANG Jian3, WANG Yang3, HAN Chuan1   

  1. 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210024, China; 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China; 3. Shanghai Geological and Mining Engineering Survey Institute, Shanghai 200072, China
  • Received:2020-12-03 Revised:2021-03-29 Online:2021-07-12 Published:2021-07-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52027812), the Fundamental Research Funds for the Central Universities (B210202047) and the Postgraduate Research & Practice Innovation Program of Jiangsu Province (B200203202).

Abstract: The cast-in-place pile is one of the most common forms of pile foundation. It is very important to conduct the measurement of pile deformation of the cast-in-place pile, which is of great use for understanding the bearing characteristics and quality of the pile. In this paper, optical frequency domain reflectometer (OFDR) is introduced as the most advanced technology in the world to carry out the field test on the high-precision measurement of deformation of the cast-in-place pile. During the test, the pile deformation, pile axial force and pile side friction distribution are obtained in the loading and unloading process. Simultaneously, the pile deformation characteristics and load transfer law are analyzed. The test results show that the strain of pile measured by the optical fiber sensor increases with the loading during the loading phase and decreases during the unloading phase, the pile has a certain residual stress after the unloading, however. Besides, through comparison of the pile force distribution curve in the loading and unloading process, it is found that the pile force has a time lag effect after unloading; the results prove that OFDR technology can achieve the high-precision measurement of pile deformation of the cast-in-place pile, which can be applied to investigate the pile deformation characteristics.

Key words: cast-in-place pile, pile deformation, OFDR distributed optical fiber monitoring, high precision, spatial resolution

CLC Number: 

  • TU 473
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