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浙江大学学报(工学版)
地球科学与工程     
地基变形光纤光栅监测可行性的试验研究
李飞, 朱鸿鹄, 张诚成, 施斌
1. 南京大学 地球科学与工程学院,江苏 南京 210023
2. 南京大学(苏州)高新技术研究院,江苏 苏州 215123
Experimental study on feasibility of fiber Bragg grating-based foundation deformation monitoring
LI Fei, ZHU Hong hu, ZHANG Cheng cheng, SHI Bin
1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China
2. Nanjing University HighTech Institute at Suzhou, Suzhou 215123, China
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摘要:

针对传统地基变形监测存在的监测效率低、误差大、精度低等问题,提出通过光纤光栅(FBG)技术监测地基应变分布、掌握地基变形规律的新方法.开展基于埋入式FBG应变传感器的平面应变砂土地基加载模型试验,利用粒子图像测速(PIV)技术获取模型箱侧壁地基土体的应变分布规律.监测结果表明,采用FBG技术能够灵敏地捕捉到土体在逐级荷载下的内部应变累积过程,获得的应变分布特征与PIV结果较吻合,真实反映了模型地基的变形和破坏模式,初步证明了FBG光纤监测技术应用于地基变形监测的可行性.该研究说明,PIV技术可以作为检验、标定FBG应变监测结果的辅助工具.两种监测方法在具体应变量值上有一定的差异,原因可以归结为试验误差、传感器变形耦合程度以及照相质量好坏等几个方面.

Abstract:

A new method was proposed to measure strain distributions and understand deformation of ground soil using fiber Bragg grating (FBG) technique in order to solve the problems of low monitoring efficiency, large error and low accuracy in traditional ground deformation monitoring. A plane-strain model test of loaded sand foundation instrumented with embedded FBG sensors was conducted. The particle image velocimetry (PIV) technique was used to obtain the strain distribution of the model foundation behind the sidewall of the test chamber. The test results show that the FBG sensors can capture the accumulation of internal strains within the soil mass with high sensitiveness under different loading levels. The characteristics of the measured strain distribution agreed well with the PIV results, truly reflecting the deformation of failure patterns of the model foundation. The feasibility of applying FBG fiber optic monitoring technique to foundation deformation monitoring was preliminarily verified. Results indicate that PIV can be used as an auxiliary tool to validate or calibrate the FBG strain measurements. The discrepancy between the strain readings measured by these two methods is due to several factors, such as experimental errors, deformation compatibility of the sensors and photographic quality.

出版日期: 2017-01-01
CLC:  TU 433  
基金资助:

国家自然科学基金资助项目(41672277, 41230636);国家重大科研仪器研制项目(41427801);江苏省自然科学基金资助项目(BK20161238).

通讯作者: 朱鸿鹄,男,副教授. ORCID:0000-0002-1312-0410.     E-mail: zhh@nju.edu.cn
作者简介: 李飞(1992—),男,硕士生,从事地质工程的研究. ORCID:0000-0002-5154-2577. E-mail:1257571948@qq.com
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李飞, 朱鸿鹄, 张诚成, 施斌. 地基变形光纤光栅监测可行性的试验研究[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.01.026.

LI Fei, ZHU Hong hu, ZHANG Cheng cheng, SHI Bin. Experimental study on feasibility of fiber Bragg grating-based foundation deformation monitoring. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.01.026.

[1] DUNNICLIFF J. Geotechnical instrumentation for monitoring field performance [M]. New York: Wiley,1993: 199-296.
[2] ITEN M. Novel applications of distributed fiberoptic sensing in geotechnical engineering [D]. Zurich: Swiss Federal Institute of Technology in Zurich, 2011.
[3] 李焕强,孙红月,刘永莉,等.光纤传感技术在边坡模型试验中的应用[J].岩石力学与工程学报,2008,27(8): 1703-1708.
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): 1703-1708.
[4] 刘永莉,孙红月,于洋,等.基于BOTDR监测技术抗滑桩上滑坡推力确定[J].浙江大学学报:工学版,2012,46(5): 798-803.
LIU Yongli,SUN Hongyue,YU Yang,et al. Determining landslide thrust on antisliding pile by BOTDR monitoring technology [J]. Journal of Zhejiang University: Engineering Science,2012,46(5): 798-803.
[5] 朱友群,朱鸿鹄,孙义杰,等.FBGBOTDA联合感测管桩击入土层模型试验研究[J].岩土力学,2014,35(增2):695-702.
ZHU Youqun,ZHU Honghu,SUN Yijie,et al. Model e×periment study of pipe pile driving into soil using FBGBOTDA sensing monitoring technology [J]. Rock and Soil Mechanics,2014,35(supple.2): 695-702.
[6] 范萌,雷文凯,肖衡林,等.夹泥灌注桩的光纤传感检测模型试验[J].长江科学院院报,2016,33(4): 95-98.
FAN Meng,LEI Wenkai,XIAO Henglin,et al. Model test of mudintercalated bored pile detection based on optical fiber sensing technology [J]. Journal of Yangtze River Scientific Research Institute,2016,33(4): 95-98.
[7] 朱鸿鹄,殷建华,张林,等.大坝模型试验的光纤传感变形监测[J].岩石力学与工程学报,2008,27(6):1188-1194.
ZHU Honghu,YIN Jianhua, ZHANG Lin,et al.Deformation monitoring of dam model test by optical fiber sensors [J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6): 1188-1194.
[8] 朱鸿鹄,殷建华,靳伟,等.基于光纤光栅传感技术的地基基础健康监测研究[J].土木工程学报,2010,43(6): 109-115.
ZHU Honghu,YIN Jianhua,JIN Wei,et al. Health monitoring of foundations using fiber Bragg grating sensing technology [J]. China Civil Engineering Journal,2010,43(6): 109-115.
[9] ZHU H H,HO A N L,YIN J H,et al. An optical fibre monitoring system for evaluating the performance of a soil nailed slope [J]. Smart Structures and Systems,2012,9(5):393-410.
[10] WANG F,ZHANG D M,ZHU H H,et al. Impact of overhead excavation on an existing shield tunnel: field monitoring and a full 3D finite element analysis [J]. Computers Materials and Continua,2013, 34(1):63-81.
[11] 王静,李术才,施斌,等.三向FBG应变传感器及在隧道开挖模型试验中的应用研究[J].工程地质学报,2013,21(2): 182-189.
WANG Jing,LI Shucai,SHI Bin,et al. Trifarious FBG sensor strain transfer characteristics and its application to tunnel excavation model test [J]. Journal of Engineering Geology,2013,21(2): 182189.
[12] 魏广庆,施斌,胡盛,等.FBG在隧道施工监测中的应用及关键问题探讨[J].岩土工程学报,2009,31(4): 571576.
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): 571-576.
[13] 朱鸿鹄,施斌,严珺凡,等.基于分布式光纤应变感测的边坡模型试验研究[J].岩石力学与工程学报,2013,32(4): 821-828.
ZHU Honghu,SHI Bin,YAN Junfan,et al. Physical model testing of slope stability based on Distributed fiberoptic strain sensing technology [J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(4): 821-828.
[14] OLIVARES L,DAMIANO E,GRECO R,et al. Aninstrumented flume for investigation of the mechanics of rainfallinduced landslides in unsaturated granular soils [J]. Geotechnical Testing Journal,2009, 32(2):108-118.
[15] ITEN M,PUZRIN A M. Distributed fiber optic sensor development, testing, and evaluation for geotechnical monitoring applications [C]∥Proceedings of SPIE. Santiago: SPIE,2011,7982(8): 162-165.
[16] ZHU H H,SHI B,YAN J F,et al. Fiber Bragg gratingbased performance monitoring of a slope model subjected to seepage [J]. Smart Materials and Structures,2014,23(9): 639-650.
[17] 卢毅,施斌,于军,等.地面变形分布式光纤监测模型试验研究[J].工程地质学报,2015,23(5): 896-901.
LU Yi,SHI Bin,YU Jun,et al. Model test on distributed optical fiber monitoring of land subsidence and ground fissures [J]. Journal of Engineering Geology,2015,23(5): 896901.
[18] SCARANO F. Iterative image deformation methods in PIV [J].  Measurement Science and Technology, 2002,13(1): R1R19.
[19] MICHALOWSKI R L,SHI L. Deformation patterns of reinforced foundation sand at failure [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(5): 439449.
[20] 李元海,朱合华,上野胜利,等.基于图像相关分析的砂土模型试验变形场量测[J].岩土工程学报,2004,26(1): 3641.
LI Yuanhai,ZHU Hehua,KATSUTOSHI U,et al. Deformation field measurement for granular soil model using image analysis [J]. Chinese Journal of Geotechnical Engineering,2004,26(1): 36-41.
[21] 刘君,刘福海,孔宪京,等.PIV技术在大型振动台模型试验中的应用[J].岩土工程学报,2010(3): 368-374.
LIU Jun,LIU Fuhai,KONG Xianjing,et al. Application of PIV in largescale shaking table model test [J]. Chinese Journal of Geotechnical Engineering,2010(3): 368-374.
[22] HUANG B,LIU J,LING D,et al. Application of particle image velocimetry (PIV) in the study of uplift mechanisms of pipe buried in medium dense sand [J]. Journal of Civil Structural Health Monitoring,2015,5(5): 599-614.
[23] WHITE D J. Investigation into the behaviour of pressedin piles [D]. Cambridge: University of Cambridge, 2002.
[24] WHITE D J, TAKE W A, BOLTON M D. Soildeformation measurement using particle image velocimetry (PIV) and photogrammetry [J]. Geotechnique,2015,53(7): 619-632.

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