Journal of Central South University (Science and Technology) May Bragg TU443 A (2011)

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1 42 5 ( ) Vol.42 No Journal of Central South University (Science and Technology) May 2011 Bragg ( ) ( ) D10 Bragg TU443 A (2011) Fiber Bragg grating monitoring technology applied in soft ground settlement of highway LI Jian-hua 1, ZHANG Hong 1, LIU You-ping 1, ZHOU Yuan-fang 2, XIONG Mao-dong 2 (1. Department of Civil Engineering, Nanchang Institute of Technology, Nanchang , China; 2. Jiangxi Highway Exploitation General Company, Nanchang , China) Abstract: The fiber Bragg grating (FBG) technology was studied based on the current monitoring status of the highway soft ground settlement, such as the low degree of automation, the unsatisfied accuracy of the device, the slow data transmission and the greater measurement errors. The development of the long range optical fiber displacement sensor as well as its burying techniques which are suitable for soft ground settlement monitoring was analyzed. Both of them were applied in Dechang Highway D10 subject. The results show that the long-range optical fiber displacement sensor is able to meet the requirements of the soft ground monitoring. And data can be accurately monitored by means of real-time or on-line continuously. ey words: fiber Bragg grating; monitoring of soft soil foundation; long-range optical fiber displacement sensor; burying technology [1 11] FBG ( )(2010BGB01302) (2010C C00014) (1967 ) gdwjljh@163.com

2 5 Bragg 1443 (Fiber Bragg grating) FBG 1.1 FBG [12 15] T n eff 2 Bragg λ = n T (1) B 2 λ Bragg n eff B T Bragg T n eff Bragg λb = λb( 1 P e ) ε (2) P e ε Bragg λ B = λb( α + ξ ) t (3) α Bragg ξ Bragg t Bragg 1.2 FBG FBG FBG 20 cm 1 2 FBG 1 2 eff 1 Fig.1 Principle of long-range displacement sensor FBG = (4) FBG = (5) L FBG1 FBG1 ε 1 L ε 1 = (6) 1 L FBG2 FBG2 ε 2 L ε 2 = (7) 2 2 FBG 2 40 cm 1.3 FBG FBG FBG FBG

3 1444 ( ) 42 CFG m 2~3 m MOI SI ~1.57 µm WMD 20 cm [16] 3 1 (JTGF ) d 1 1 ( ~ ) 1 2 Fig.2 Installation of FBG displacement sensor m 3 Fig.3 Monitoring system of soft soil foundation D10 0~3.5 m 3.5~5.0 m 5.0~8.0 m 8.0 m 1 Table 1 Parameters of displacement sensors / cm / µm / (mm nm 1 )

4 5 Bragg mm mm 10 mm ~3.5 m 3 0~5.0 m 4 0~8.0 m 5 4 Fig.4 Monitored results of soft ground settlement 5 5 CFG 12 6 Fig.6 Comparison of settlement between conventional and FBG monitoring 3 (1) (2) Fig.5 Curves of layer soft ground settlement [1],,,. FBG [J]., 2009, 31(4): WEI Guang-qing, SHI Bin, HU Sheng, et al. Several key problems in tunnel construction monitoring with FBG[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): [2]. FBG [J]., 2009, 234(3): HU Ning. Application of optical FBG sensors to long term health monitoring for tunnel[j]. Transportation Science & Technology,

5 1446 ( ) , 234(3): [3],,,. [J]., 2008, 27(2): SUI Hai-bo, SHI bin, ZHANG Dan, et al. Study on distributed optical fiber sensor-based monitoring for slope engineering[j]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): [4],,,. [J]., 2008, 27(8): LI Huan-qiang, SUN Hong-yue, LIU Yong-li, et al. Application of optical fiber sensing technology to slope model test[j]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(8): [5]. [J]., 2008, 8(1): JIANG Qing. The application of distributed optical fiber sensing net in slope monitoring[j]. Journal of Anhui Technical College of Water Resources and Hydrol Electric Power, 2008, 8(1): [6],,. [J]., 2007, 26(1): XU Wei-jun, HOU Jian-guo, LI Duan-you. Application research on temperature monitoring in concrete of Jinghong hydropower station by distributed optical fiber temperature measurement system[j]. Journal of Hydroelectric Engineering, 2007, 26(1): [7] ZHANG Xu-she, DU Yan-liang, NING Chen-xiao. A new monitoring method of cable tension of cable-stayed bridge fiber Bragg grating method[j]. Journal of Central South University of Technology, 2005, 12(2): [8] WU Zhan-jun, ZHANG Bo-ming, WAN Li-bing, et al. Engineering approach to in-situ bridge health monitoring with fiber Bragg gratings[j]. Journal of Harbin Institute of Technology, 2006, 13(5): [9]. [J]., 2009, 30(6): GE Jie. Application of BOTDR to monitoring sea dyke subsidence[j]. Rock and Soil Mechanics, 2009, 30(6): [10],,,. [J]. :, 2009, 40(5): HU Jian-hua, WANG Ren, HU Ming-jian, et al. Test and mechanism of horizontal plastic drain in permafrost regions embankment[j]. Journal of Central South University: Science and Technology, 2009, 40(5): [11],,. [J]., 2007, 26(1): QIAO Ying-xin, LI Jian-hua, HE Yue-guang. Application and prospect of fiber optic monitoring technology in civil engineering[j]. Journal of Nanchang Institute of Technology, 2007, 26(1): [12],. [M]. :, 2008: LI Hong-nan, REN Liang. Structural health monitoring FBG sensing technology[m]. Beijing: China Architecture & Building Press, 2008: [13],,,. Bragg [J]. :, 2009, 32(2): JING Hao-yu, ZHANG Yu, CHEN Qi, et al. Mechanism analysis on fiber Bragg grating temperature sensing[j]. Journal of Changchun University of Science and Technology: Natural Science Edition, 2009, 32(2): [14],,. Bragg [J]. :, 2009, 25(2): YAN Shi, DING Ao, REN Liang. Study on the optical charactertic of FBG temperature sensor[j]. Journal of Shenyang Jianzhu University: Natural Science, 2009, 25(2): [15],,. (FBG) [J]., 2009, 26(1): 1 4. YU Guo-qing, HAN Xing-de, LI Yong-wei. Packaging technique of enhancing temperature-sensitivity for fiber Bragg grating sensor[j]. Hebei Journal of Industrial Science and Technology, 2009, 26(1): 1 4. [16],. [J]., 2008, 28(12): CHEN Liang, HUANG Jun-bin. A real-time demodulation method of fiber Bragg grating sensor array[j]. Ship Electronic Engineering, 2008, 28(12): ( )

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