Abstract

The hidden nature of subgrades makes the effective monitoring of their deformation very difficult. This paper addresses this issue by proposing the use of fiber Bragg grating (FBG) sensing technology. Here, an FBG is encapsulated within a monitoring tube formed from a polyvinyl chloride tube, and one end of the monitoring tube is fixed perpendicular to a concrete column, forming a cantilever beam monitoring system. The deformation is assessed according to the theoretical relationship between the horizontal strain on the FBG embedded in the monitoring tube and the vertical displacement of the cantilever beam. Then, the relationship between the variation in the wavelength of light reflected by the encapsulated FBG and the temperature and horizontal strain is obtained on this basis by calibration experiments. The monitoring tubes are buried at a proscribed depth below the top surface of the subgrade, which facilitates the monitoring of the deformation and temperature of the subgrade at different stages of construction through the collection of FBG wavelength data during different periods, such as after embedding the monitoring tubes, the completion of the test road surface, and during the period of operation. The proposed technology is verified by employing the system to monitor the instantaneous maximum deformation and permanent deformation of a subgrade under dynamic loads. The monitoring results demonstrate that the instantaneous maximum deformation values of the subgrade at 0.25 m and 0.5 m below the surface are 695.40 μm and 574.02 μm, respectively, and the corresponding permanent deformation values are 53.00 μm and 41.54 μm, respectively. The FBG sensor system is thereby verified to provide a reliable method for conducting long-term continuous, accurate, and efficient subgrade deformation and temperature monitoring.

Highlights

  • There are many factors that affect road service life [1]

  • Fiber Bragg grating (FBG) sensing technology has developed rapidly over the past years [9,10,11] and represents an excellent alternative to conventional subgrade deformation monitoring methods owing to its many advantages such as corrosion resistance, electromagnetic interference resistance, good waterproof performance, and high measurement precision [12]

  • The periodic variation in the refractive index of optical fibers can be either uniform or nonuniform [13], and because the refractive index varies along the length of an optical fiber, the specific bandwidth of light reflected by the FBG is sensitive to temperature and strain

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Summary

Introduction

There are many factors that affect road service life [1]. Excessive settlement of highway subgrades is one of the main causes of roadway degradation, which can lead to serious driving safety risks [2,3,4]. The periodic variation in the refractive index of optical fibers can be either uniform or nonuniform [13], and because the refractive index varies along the length of an optical fiber, the specific bandwidth of light reflected by the FBG is sensitive to temperature and strain This sensing technology has been applied gradually over recent years for conducting engineering health monitoring [14,15,16] and geotechnical engineering monitoring [17, 18]. The above studies have demonstrated that FBG sensing technology can be implemented in a wide array of engineering applications under complex and harsh conditions This technology has been applied for monitoring subgrade deformation [37, 38]. The results verify that the deformation and temperature of the subgrade can be monitored in situ even after the completion of highway pavement construction, and each measurement can be completed in a few minutes

Working Principles of FBG Sensors
Monitoring Tube Design and FBG Calibration
Principle of Deformation Calculation
On-Site Monitoring of Subgrade Deformation
Conclusions
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