›› 2008, Vol. 29 ›› Issue (11): 3161-3164.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of fiber optical sensing technology to monitoring axial forces of anchor bolts

LIN Chuan-nian1, 3, LIU Quan-sheng2, GAO Wei2, XIAO Chun-xi2   

  1. 1. School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 3. Hu-Rong Expressway West Section Construction Headquarters of Hubei Province, Enshi 445000, China
  • Received:2006-12-14 Online:2008-11-10 Published:2013-08-07

Abstract: The basic principle of fiber Bragg grating sensor is described. Through engineering application of fiber Bragg grating sensor to monitoring axial forces of anchor bolts for Longtan tunnel of Hu-Rong Expressway West Section, some important aspects of fiber optical sensing technology applications to geotechnical engineering monitoring, which are selection of sensors, installation of sensors, calibration of sensors and embedding of sensors, et al, are discussed. Through local monitoring, the characteristics of axial forces of anchor bolts are obtained. And some useful experiences with application of fiber optical sensing technology to geotechnical engineering are summarized.

Key words: fiber optical sensing, fiber Bragg grating(FBG), tunnel, bolt axial force, monitoring

CLC Number: 

  • TP 212
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[2] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162.
[3] HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220.
[4] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
[5] WANG Da-hai, HE Shao-hui, LIU Xia-bing, ZHANG Jia-wen, YAO Wen-bo. Studies of the progressive ground arching on the loosening pressure above shallow tunnels [J]. Rock and Soil Mechanics, 2019, 40(6): 2311-2322.
[6] YANG Jie, MA Chun-hui, CHENG Lin, LÜ Gao, LI Bin, . Research advances in the deformation of high-steep slopes and its influence on dam safety [J]. Rock and Soil Mechanics, 2019, 40(6): 2341-2353.
[7] XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648.
[8] YU Zheng, YANG Long-cai, ZHANG Yong, ZHAO Wei, . Uncertainty analysis of tunnel surrounding rock deformation considering consistency of geological heterogeneity features [J]. Rock and Soil Mechanics, 2019, 40(5): 1947-1956.
[9] WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976.
[10] YAN Jian, HE Chuan, WANG Bo, MENG Wei, . Influence of high geotemperature on rockburst occurrence in tunnel [J]. Rock and Soil Mechanics, 2019, 40(4): 1543-1550.
[11] GAO Cheng-lu, LI Shu-cai, LIN Chun-jin, LI Li-ping, ZHOU Zong-qing, LIU Cong, SUN Shang-qu, . Development and application of model test system for water leakage disease in tunnel lining [J]. Rock and Soil Mechanics, 2019, 40(4): 1614-1622.
[12] SUN Guang-chen, XIE Jia-you, HE Shan, FU He-lin, JIANG Xue-liang, ZHENG Liang, . Dynamic responses of bridge-tunnel approaching parts under different seismic excitation directions in soft surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(3): 893-902.
[13] ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808.
[14] LIU Yong, FENG Shuai, QIN Zhi-meng. Similarity evaluation method of landslide monitoring points based on motion-angle-difference [J]. Rock and Soil Mechanics, 2019, 40(1): 288-296.
[15] JIANG Xiong, XU Nu-wen, ZHOU Zhong, HOU Dong-qi, LI Ang, ZHANG Min, . Failure mechanism of surrounding rock of bus-bar tunnels at Lianghekou hydropower station subjected to excavation [J]. Rock and Soil Mechanics, 2019, 40(1): 305-314.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[10] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .