IDEAS home Printed from https://ideas.repec.org/a/sae/intdis/v9y2013i10p153834.html
   My bibliography  Save this article

Measurement of Additional Strains in Shaft Lining Using Differential Resistance Sensing Technology

Author

Listed:
  • Guangsi Zhao
  • HuaFu Pei
  • Hengchang Liang

Abstract

As is well known, shaft lining fracture is the main disaster resulting in a large amount of fatalities and property loss. Thus, the additional strain is a key parameter to evaluate the safety condition of existing shaft linings. In this study, a new type of safety monitoring system based on differential resistance sensing technology is developed to measure the additional strain in shaft linings. In this paper, the theatrical study, the working principle, and the function of the newly developed monitoring system are fully presented. To investigate the reliability and effectiveness of the monitoring system, the differential resistance sensors are used to measure the horizontal and vertical strains at different elevations in a shaft lining during reinforcing the fracture inside the shaft lining. It can be found that from the test results the monitoring system based on differential resistance sensing technology can measure the deformation of the existing wall lining during stratum grouting. Therefore, it can be concluded that the newly developed monitoring system is significant for fracture warning and reinforcement engineering.

Suggested Citation

  • Guangsi Zhao & HuaFu Pei & Hengchang Liang, 2013. "Measurement of Additional Strains in Shaft Lining Using Differential Resistance Sensing Technology," International Journal of Distributed Sensor Networks, , vol. 9(10), pages 153834-1538, October.
  • Handle: RePEc:sae:intdis:v:9:y:2013:i:10:p:153834
    DOI: 10.1155/2013/153834
    as

    Download full text from publisher

    File URL: https://journals.sagepub.com/doi/10.1155/2013/153834
    Download Restriction: no

    File URL: https://libkey.io/10.1155/2013/153834?utm_source=ideas
    LibKey link: if access is restricted and if your library uses this service, LibKey will redirect you to where you can use your library subscription to access this item
    ---><---

    More about this item

    Statistics

    Access and download statistics

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:sae:intdis:v:9:y:2013:i:10:p:153834. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: SAGE Publications (email available below). General contact details of provider: .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.