传感光纤-砂土界面力学性质的试验研究

佘骏宽; 朱鸿鹄; 张诚成; 施斌; 严珺凡

doi:10.13544/j.cnki.jeg.2014.05.13

传感光纤-砂土界面力学性质的试验研究

doi: 10.13544/j.cnki.jeg.2014.05.13

1.
南京大学地球科学与工程学院南京 210093;
2.
南京大学苏州高新技术研究院苏州 215123

基金项目:

国家重点基础研究发展计划（973计划）项目（2011CB710605），国家十二五科技支撑计划课题（2012BAK10B05），国家自然科学基金项目（41302217），苏州市科技计划项目（SYG201213）资助

详细信息

作者简介:
佘骏宽，男，硕士研究生，主要从事工程地质方面的研究工作. Email: sjk@smail.nju.edu.cn

通讯作者:
朱鸿鹄（1979- ），男，博士，副教授，硕士生导师，主要从事工程地质、岩土工程方面的教学和研究工作. Email: zhh@nju.edu.cn

中图分类号: P642.3
计量
- 文章访问数: 4527
- HTML全文浏览量: 197
- PDF下载量: 564
- 被引次数: 0
出版历程
- 收稿日期: 2014-05-31
- 修回日期: 2014-07-22
- 刊出日期: 2014-10-25

EXPERIMENT STUDY ON MECHANICAL PROPERTIES OF INTERFACE BETWEEN SENSING OPTICAL FIBER AND SAND

1.
School of Earth Sciences and Engineering, Nanjing University, Nanjing 210093;
2.
Nanjing University High-tech Institute at Suzhou, Suzhou 215123

摘要

摘要: 近年来分布式光纤感测技术在岩土与地质工程领域的应用研究已成为一个研究热点，但工程实践表明，埋入式传感光纤与被测岩土体之间的变形协调性会对监测结果产生显著的影响，该问题一直制约着光纤感测技术在工程监测中的推广。本文通过一系列室内拉拔试验，对比了3种预埋于砂土中的单模光纤在不同上覆压力的作用下的拉拔力-拉拔位移曲线，并建立了一个用于描述光纤-砂土界面力学性质的三段式的拉拔模型，分析峰值拉拔力、残余拉拔力、有效拉拔位移和残余拉拔位移4个参数在不同上覆压力作用下的变化情况。分析结果揭示传感光纤-砂土界面的力学特性和应力传递规律，为分布式光纤传感技术在岩土体变形监测中的应用，尤其在变形监测光纤的选用标准方面，提供了参考依据。
- 传感光纤 /
- 光纤-砂土界面 /
- 拉拔试验 /
- 变形监测
Abstract: In recent years, the application of distributed optical fiber sensing(DOFS)technologies to geo-engineering monitoring has been a research focus. But in engineering practices, the deformation compatibility between the embedded sensing optical fibers and the soil and rock masses can significantly affect the monitoring results, which is the main barrier for the DFOS based engineering monitoring. This paper is based on a series of laboratory pullout tests on the three types of the single-mode optical fibers embedded in sand. The comparisons between the pullout force-pullout displacement curves of these fibers under different overburden pressures are conducted. A tri-linear pullout model is established to describe the fiber-sand interfacial mechanical characteristics. Using this model, the variations of the four model parameters, i.e.peak pullout force, residual pullout force, effective pullout displacement and residual pullout displacement, are analyzed considering the influence of overburden pressure. The analysis results indicate the mechanical properties of fiber-sand interface and stress-transfer mechanism, which provides valuable references for the application of the distributed optical fiber optic sensing to soil deformation monitoring, especially in terms of selection criterion of the deformation sensing fiber.
- Sensing optical fiber /
- Optical fiber-sand interface /
- Pullout /
- Deformation monitoring

HTML全文

参考文献(1)

[1] Dunnicliff J.Geotechnical instrumentation for monitoring field performance[M]. New York: John Wiley and Sons, 1993.

[2] Hill K O,Fujii Y,Johnson D C,et al. Photosensitivity in optical fiber waveguides: application to reflection filter fabrication[J]. Applied Physics Letters, 1978, 32 : 647～649.

[3] Barnoski M K,Jensen S M. Fiber waveguides: a novel technique for investigating attenuation characteristics[J]. Applied Optics, 1976, 15 : 2112～2115.

[4] Horiguchi T,Tateda M.BOTDA-nondestructive measurement of single-mode optical fiber attenuation characteristics using Brillouin interaction: theory[J]. Journal of Lightwave Technology, 1989, 7 : 1170～1176.

[5] Horiguchi T,Shimizu K,Kurashima T, et al. Development of a distributed sensing technique using Brillouin scattering[J]. Journal of Lightwave Technology, 1995, 13 : 1296～1302.

[6] Bernini R,Minardo A,Zeni L.Distributed sensing at centimeter-scale spatial resolution by BOFDA:measurements and signal processing[J]. IEEE Photonics Journal, 2012, 4 : 48～56.

[7] Zhu H H.Fiber optic monitoring and performance evaluation of geotechnical structures[D]. Hong Kong: The Hong Kong Polytechnic University, 2009.

[8] Shi B,Xu H,Chen B,et al. A feasibility study on the application of fiber-optic distributed sensors for strain measurement in the Taiwan Strait Tunnel project[J]. Marine Georesources and Geotechnology, 2003, 21 : 333～343.

[9] 刘杰, 施斌,张丹,等. 基于BOTDR的基坑变形分布式监测实验研究[J]. 岩土力学, 2006, 27 (7): 1224～1228.

Liu Jie, Shi Bin, Zhang Dan, et al. Experimental study of foundation pit monitoring using BOTDR-based on distributed optical fiber sensor[J]. Rock and Soil Mechanics, 2006, 27 (7): 1224～1228.

[10] 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 Honghu, Yin Jianhua, 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.

[11] 李焕强, 孙红月,孙新民,等. 降雨入渗对边坡性状影响的模型实验研究[J]. 岩土工程学报, 2009, 31 (4): 589～594.

Li Huanqiang, Sun Hongyue, Sun Xinmin, et al. Influence of rainfall infiltration on slopes by physical model test[J]. Chinese Journal of Geotechnical Engineering, 2009, 31 (4): 589～594.

[12] 朱鸿鹄, 殷建华,洪成雨,等. 基于光纤传感的边坡工程监测技术[J]. 工程勘察, 2010, 38 (3): 6～10.

Zhu Honghu, Yin Jianhua, Hong Chengyu, et al. Fiber optic based monitoring technologies of slope engineering[J]. Geotechnical Investigation and Surveying, 2010, 38 (3): 6～10.

[13] 裴华富, 殷建华,朱鸿鹄,等. 基于光纤光栅传感技术的边坡原位测斜及稳定性评估方法[J]. 石力学与工程学报, 2010, 9 (8): 1576～1583.

Pei Huafu, Yin Jianhua, Zhu Honghu, et al. In-situ monitoring of displacements and stability evaluation of slope based on fiber Bragg grating sensing technology[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 9 (8): 1576～1583.

[14] 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 Honghu, Yin Jianhua, Jin Wei, et al. Health monitoring of foundations using fiber Bragg grating sensing technology[J]. China Civil Engineering Journal, 2010, 43 (6): 109～115.

[15] Zhu H H,Albert 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.

[16] 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,& Continua, 2013, 34 (1): 63～81.

[17] 王宝军, 李科,施斌,等. 边坡变形的分布式光纤监测模拟试验研究[J]. 工程地质学报, 2010, 18 (3): 325～332.

Wang Baojun, Li Ke, Shi Bin, et al. Simulation experiment for distributed fiber monitoring on deformation of soil slope[J]. Journal of Engineering Geology, 2010, 18 (3): 325～332.

[18] Iten M.Novel application of distributed fiber-optic sensing in geotechnical engineering[D]. Switzerland: EPFL, 2011.

[19] 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 Honghu, Shi Bin, Yan Junfan, 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.

[20] 李科, 施斌,唐朝生,等. 黏性土体干缩变形分布式光纤监测试验研究[J]. 岩土力学, 2010, 31 (6): 1781～1785.

Li Ke, Shi Bin, Tang Chaosheng, et al. Feasibility research on soil deformation monitoirng with distributed optical fiber sensing technique[J]. Rock and Soil Mechanics, 2010, 31 (6): 1781～1785.

施引文献

资源附件(0)

访问统计