Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 39 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
JIA Li-xiang, SHI Bin, WEI Guang-qing, ZHANG Zheng, TONG Heng-jin. Fiber Bragg grating test system and model tests based on geotechnical centrifuge[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 896-905. DOI: 10.11779/CJGE201705014
Citation: JIA Li-xiang, SHI Bin, WEI Guang-qing, ZHANG Zheng, TONG Heng-jin. Fiber Bragg grating test system and model tests based on geotechnical centrifuge[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 896-905. DOI: 10.11779/CJGE201705014
shu

Fiber Bragg grating test system and model tests based on geotechnical centrifuge

  • 1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China;
    2. Suzhou NanZee Sensing Technology Ltd, Suzhou 215123, China

More Information
  • Received Date: March 20, 2016
  • Published Date: May 24, 2017
    Graphical Abstract
    • Abstract
  • The fiber Bragg grating (FBG) sensing technology has many advantages such as associate distribution, high precision, anti-electromagnetic, real-time monitoring, etc., and the sensors can be miniaturized according to monitoring objects. A set of FBG sensing monitoring system is introduced, including the software and hardware of the system, the FBG demodulator, the miniaturization of the sensors and the manufacturing process sensing models for anchors, pile foundation, inclinometer pipes and retaining walls. The monitoring data show that the system can be availably applied to geotechnical centrifuge model for multi-parameter monitoring, and it is of advantages such as simple structure, abundant test content, high precision, high range, anti-electromagnetic interference and stable performances. The matching FBG sensors are light and small and can be arranged in the way of associate distribution so as to form an overall monitoring network. The FBG monitoring system may provide a new method for the measurement of geotechnical model tests.
    • FullText(HTML)
    • References (17)
  • [1]
    濮家骝. 土工离心模型试验及其应用的发展趋势[J].岩土工程学报, 1996, 18(5): 92-94. (PU Jia-ju. Development trend of the geotechnical centrifuge modeling test and application[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(5): 92-94. (in Chinese))
    [2]
    冯 振, 殷跃平. 我国土工离心模型试验技术发展综述[J].工程地质学报, 2011, 19(3): 323-331. (FENG Zheng, YIN Yue-ping. State of the art review of geotechnical centrifuge modeling test in China[J]. Journal of Engineering Geology, 2011, 19(3): 323-331. (in Chinese))
    [3]
    张建民, 于玉贞, 濮家骝. 电液伺服控制离心机振动台系统研制[J]. 岩土工程学报, 2004, 26(6): 843-845. (ZHANG Jian-ming, YU Yu-zhen, PU Jia-ju. Development of a shaking table in electro-hydraulic servo-control centrifuge[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 843-845. (in Chinese))
    [4]
    刑建营, 刑义川, 梁建辉. 土工离心模型试验研究的进展与思考[J]. 水利与建筑工程学报, 2005, 3(1): 27-31. (XING Jian-ying, XING Yi-chuan, LIANG Jian-hui. Development and thoughts of geotechnical centrifuge modeling[J]. Journal of Water Resources and Architectural Engineering, 2005, 3(1): 27-31. (in Chinese))
    [5]
    谢 欣. 大型土工离心机数据采集与监测系统研制[J]. 大坝观测与土工测试, 1992(4): 15-20. (XIE Xin. Development of data acquisition and monitoring system for large scale geotechnical centrifuge[J]. Dam Observation and Geotechnical Test, 1992(4): 15-20. (in Chinese))
    [6]
    邢建营. 土工离心模型试验技术的研究和应用[D]. 咸阳:西北农林科技大学, 2005. (XING Jian-ying. The research and application of the technology of geotechnical centrifuge modeling test[D]. Xianyang: Northwest A&F University, 2005. (in Chinese))
    [7]
    BROWNELL K. Dynamic capabilities of the wright lab-oratory geotechnical centrifuge[C]// Centrifuge 94. Singapore, 1994: 177-181.
    [8]
    王玉峰, 程谦恭, 黄英儒. 不同支护模式下黄土高边坡开挖变形离心模型试验研究[J]. 岩石力学与工程学报, 2014, 33(5): 1032-1046. (WANG Yu-feng, CHENG Qian-gong, HUANG Ying-ru. Centrifuge tests on excavation of high loess slope with different reinforcement modes[J]. Chinese Journal of Rock Mechanics & Engineering, 2014, 33(5): 1032-1046. (in Chinese))
    [9]
    郭永建, 谢永利, 江 黎, 等. 边坡桩基受力特性的离心模型试验[J]. 长安大学学报(自然科学版), 2010, 30(1): 35-39. (GUO Yong-jian, XIE Yong-li, JIANG Li, et al. Centrifugal model test on mechanic features of pile foundation at slope[J]. Journal of Chang’an University (Natural Science Edition), 2010, 30(1): 35-39. (in Chinese))
    [10]
    汪云龙, 王维铭, 袁晓铭. 基于光纤光栅技术测量模型土体内侧向位移的植入梁法[J]. 岩土工程学报, 2013, 35(增刊1): 181-185. (WANG Yun-long, WANG Wei-ming, YUAN Xiao-ming. Embedded-beam approach for measuring interior lateral displacement of soils using FBG technique[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S1): 181-185. (in Chinese))
    [11]
    魏广庆, 施 斌, 贾建勋. 分布式光纤传感技术在预制桩基桩内力测试中的应用[J]. 岩土工程学报, 2009, 31(6): 911-916. (WEI Guang-qing, SHI Bing, JIA Jian-xun. Application of distributed optical fiber sensing to testing inner force of prefabricated piles[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 911-916. (in Chinese))
    [12]
    隋海波, 施 斌, 张 丹. 边坡工程分布式光纤监测技术研究[J]. 岩石力学与工程学报, 2008, 27(增刊2): 3725-3731. (SUI Hai-bo, SHI Bin, ZHANG Dan. Study on distributed optical fiber sensor-based monitoring for slope engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(S2): 3725-3731. (in Chinese))
    [13]
    李嘉雨. 岩土边坡及支护结构土工离心机模型制作方法的研究[J]. 中国水运, 2014(11): 336-338. (LI Jia-yu. Study on the method of making geotechnical centrifuge model of rock and soil slope and retaining structure[J]. China Water Transport, 2014(11): 336-338. (in Chinese))
    [14]
    白 冰, 周 健. 土工离心模型试验技术的一些进展[J]. 水电自动化与大坝监测, 2001, 25(1): 9-11. (BAI Bing, ZHOU Jian. Some advances in geotechnical centrifuge model test technology[J]. Hydropower automation and dam monitoring, 2001, 25(1): 9-11. (in Chinese))
    [15]
    VUCETIC M, TUFENKJIAN M R, DOROUDIAN M. Dynamic centrifuge testing of soil-nailed excavations[J]. Geotechnical Testing Journal, 1993, 16(2): 172-187.
    [16]
    TUFENKJIAN M R, VUCETIC M. Dynamic failure mechanism of soil-nailed excavation models in centrifuge[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(3): 227-235.
    [17]
    LI J, THAM L G, JUNAIDEEN S M. Loose fill slope stabilization with soil nails: full-scale test[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(3): 277-288.
    • Related Articles

  • Related Articles

    [1]XU Lei, GUO Shuai, Davide Elmo, LIU Honglin, HONG Zijie, XIAO Tongqiang. Patterns of zonal disintegration and structural control of surrounding rock of deep roadway with different sections[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 720-729. DOI: 10.11779/CJGE20220375
    [2]ZHANG Xu, ZHANG Cheng-ping, HAN Kai-hang, WANG Jian-chen. Case study of control technology of structural settlements due to tunnelling beneath a subway station[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 759-766. DOI: 10.11779/CJGE201704023
    [3]REN Ying-nan, WANG Hong-qi, WANG Jian-hua. Settlement control of Qiantang River embankments during undercrossing of EPB shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 936-939.
    [4]WU Yue-dong, ZHANG Chao, ZHONG Guang-qiang. Control of differential settlement of road widening of expressways on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 652-655.
    [5]WENG Xiao-lin, ZHANG Chao, MA Hao-hao, SONG Wen-jia. Control criteria for differential settlement of widened road[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1705-1711.
    [6]ZHANG Zhong-miao, LIN Cun-gang, WU Shi-ming, LIU Guan-shui, WANG Cheng-shan, XIE Wen-bin. Analysis and control of ground settlement of embankments in construction of cross-river shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 977.
    [7]Model tests on control techniques for differential settlement of road widening[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [8]GAO Meng, GAO Guangyun, FENG Shijin, YU Zhisong. Control of deformation of operating subway station induced by adjacent deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 818-823.
    [9]LI Yingjie, PAN Yishan, LI Zhonghua. Analysis of mechanism of zonal disintegration of rocks[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1124-1128.
    [10]ZHANG Lianhua, KONG Defang. Optimum method of dewatering controlled by surrounding settlement and its application[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1171-1174.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (298) PDF downloads (269) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return