Development of a novel Hall element inclinometer for slope displacement monitoring

被引:22
|
作者
Pei, Huafu [1 ]
Zhang, Feng [1 ]
Zhang, Siqi [1 ]
机构
[1] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
关键词
Hall element inclinometer; Landslide; Displacement measurement; Slope monitoring; Hall effect principle; STABILITY ANALYSIS; LANDSLIDE; DEFORMATION; SYSTEM; SOIL; SENSOR;
D O I
10.1016/j.measurement.2021.109636
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Deep displacement monitoring of slopes is one of the most effective means for early warning, and it is of considerable significance for preventing landslide disasters. This paper introduces a novel inclinometer based on the Hall element sensor to monitor slope displacement. The Hall sensor units are connected in an array to form the inclinometer, which can realize deep-seated slope deformation monitoring. Furthermore, calibration, validation, and slope model experiments were carried out. The research shows that the Hall element can effectively sense magnetic flux density. Compared with other inclinometers, the novel inclinometer can achieve non-contact measurement with a large angle measuring range of - 45 degrees to 45 degrees; The measuring precision is 1% F.S. The performance of the inclinometer is stable and the maximum error of measurement is within -2.46 to 2.34 mm/m, which can meet the requirements of geotechnical engineering. So, the Hall element inclinometer is reliable for slope displacement monitoring.
引用
收藏
页数:11
相关论文
共 50 条
  • [41] Displacement monitoring by using Global Positioning System for assessment of rock slope stability
    Shimizu, N
    NINTH INTERNATIONAL CONGRESS ON ROCK MECHANICS, VOLS 1 & 2, 1999, : 1435 - 1438
  • [42] Support vector machine prediction model based on slope displacement monitoring data
    Tan, Xiao-Long
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2009, 31 (05): : 750 - 755
  • [43] A New Type of Automatic Monitoring System of Static and Dynamic Displacement on Dam and Slope
    Zhao Yajun
    Qian Qian
    INTERNATIONAL SYMPOSIUM ON SAFETY SCIENCE AND ENGINEERING IN CHINA, 2012, 2012, 43 : 387 - 392
  • [44] A Monitoring Model for High Slope Displacement considering the Effects of Dynamic Structure Mutation
    Niu Jingtai
    Li Zhanchao
    Su Huaizhi
    DISASTER ADVANCES, 2012, 5 (04): : 1313 - 1320
  • [45] Real-time displacement monitoring using GPS for assessing slope stability
    Shimizu, N.
    Nakashima, S.
    Furuyama, Y.
    ROCK ENGINEERING AND ROCK MECHANICS: STRUCTURES IN AND ON ROCK MASSES, 2014, : 947 - 951
  • [46] Improving displacement mutation criterion of slope failure in strength reduction finite element method
    Zhang Ai-jun
    Mo Hai-hong
    ROCK AND SOIL MECHANICS, 2013, 34 : 332 - 337
  • [47] Improving displacement mutation criterion of slope failure in strength reduction finite element method
    Zhang, Ai-Jun
    Mo, Hai-Hong
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (SUPPL.2): : 332 - 337
  • [48] A Multi-Module Fixed Inclinometer for Continuous Monitoring of Landslides: Design, Development, and Laboratory Testing
    Ruzza, Giuseppe
    Guerriero, Luigi
    Revellino, Paola
    Guadagno, Francesco M.
    SENSORS, 2020, 20 (11) : 1 - 19
  • [49] Development of Magnetic Levitation System for Science and Technology Education: Magnetic Levitation Control by Using a Hall Element Displacement Sensor with Neural Network
    Asato, Kentaro
    Teruya, Kohmei
    Nagado, Tsutomu
    Tamaki, Shiro
    ELECTRICAL ENGINEERING IN JAPAN, 2017, 200 (02) : 51 - 60
  • [50] Development and implementation of high rock slope monitoring system
    School of Geology and lnfo-Physics, Central South University, Hunan Province, China
    Intl. J. Earth Sci. Eng., 5 (2355-2360):