Abstract

Fiber Bragg Grating (FBG) sensors are comprehensively recognized as a structural stability monitoring device for all kinds of geo-materials by either embedding into or bonding onto the structural entities. The physical model in geotechnical engineering, which could accurately simulate the construction processes and the effects on the stability of underground caverns on the basis of satisfying the similarity principles, is an actual physical entity. Using a physical model test of underground caverns in Shuangjiangkou Hydropower Station, FBG sensors were used to determine how to model the small displacements of some key monitoring points in the large-scale physical model during excavation. In the process of building the test specimen, it is most successful to embed FBG sensors in the physical model through making an opening and adding some quick-set silicon. The experimental results show that the FBG sensor has higher measuring accuracy than other conventional sensors like electrical resistance strain gages and extensometers. The experimental results are also in good agreement with the numerical simulation results. In conclusion, FBG sensors could effectively measure small displacements of monitoring points in the whole process of the physical model test. The experimental results reveal the deformation and failure characteristics of the surrounding rock mass and make some guidance for the in situ engineering construction.

Highlights

  • In the southwestern areas of China, numerous large-scale hydropower stations are being built, such as Ertan [1], Jinping I [2], Xiluodu [3], Dagangshan [4], Houziyan [5], and Baihetan [6].most of these sites require building an underground cavern group

  • If a broadband light is injected into the Fiber Bragg Grating (FBG) sensor, it reflects the wavelength corresponding to the spacing of the different gratings, called the Bragg wavelength

  • This paper presents the development of a novel FBG sensing bar for monitoring internal displacements of a large-scale physical model test on an underground cavern group

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Summary

Introduction

In the southwestern areas of China, numerous large-scale hydropower stations are being built, such as Ertan [1], Jinping I [2], Xiluodu [3], Dagangshan [4], Houziyan [5], and Baihetan [6]. Most of these sites require building an underground cavern group. Numerical modeling, and in situ monitoring are still three effective methods for investigating the stability of the underground cavern group. The DSPD measuring method is utilized in the monitoring of larger displacement fields [14]

Principle of the FBG Sensor
Design and Calibration of the FBG Sensing Bar
Project Description
Steel Structure Frame for the Physical Model Test
Analogous Material for Physical Model Test
The Installation of FBG Sensing Bar in the Physical Model
Numerical Simulation of the Physical Model Test
Summary and Conclusions
Full Text
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