IDEAS home Printed from https://ideas.repec.org/a/spr/nathaz/v114y2022i3d10.1007_s11069-022-05537-y.html
   My bibliography  Save this article

Experimental study on consolidation and strength properties of tailings with different particle size distribution characteristics

Author

Listed:
  • Sen Tian

    (Chongqing University
    The University of Queensland)

  • Yi He

    (Chongqing University)

  • Ruyi Bai

    (Chongqing University)

  • Jie Chen

    (Chongqing University)

  • Guangjin Wang

    (Kunming University of Science and Technology)

Abstract

In the storage process, the tailings particle size distribution varies greatly in different regions of the tailings reservoir, which significantly affects the consolidation efficiency of tailings and the stability of tailings dam. Relying on the actual engineering, this study conducted tailings sampling, consolidation and triaxial shear experiments to explore the consolidation characteristics and strength variation rules of tailings under different gradations. The experiments discovered that, with the increase in fine particle content in the tailings, the compressibility and porosity showed greater changes, and the cut-off point between primary and secondary consolidation became more obvious. Besides, with the increase in consolidation pressure, the consolidation coefficient of tailings fine particles exhibited the greater growth, and the coefficient of compressibility declined sharply. Moreover, as the fine particle content increased in the tailings, the strain softening phenomenon appears gradually, and the shear strength of tailings decreased. When coarse particles were dominant in the tailings, the stronger force chain resulted in the more stable pore structure. Therefore, the research results provide some theoretical guidance for scholars to optimize the settlement and consolidation efficiency of tailings and research the fine microstructure strength of tailings.

Suggested Citation

  • Sen Tian & Yi He & Ruyi Bai & Jie Chen & Guangjin Wang, 2022. "Experimental study on consolidation and strength properties of tailings with different particle size distribution characteristics," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 114(3), pages 3683-3699, December.
  • Handle: RePEc:spr:nathaz:v:114:y:2022:i:3:d:10.1007_s11069-022-05537-y
    DOI: 10.1007/s11069-022-05537-y
    as

    Download full text from publisher

    File URL: http://link.springer.com/10.1007/s11069-022-05537-y
    File Function: Abstract
    Download Restriction: Access to the full text of the articles in this series is restricted.

    File URL: https://libkey.io/10.1007/s11069-022-05537-y?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
    ---><---

    As the access to this document is restricted, you may want to search for a different version of it.

    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:spr:nathaz:v:114:y:2022:i:3:d:10.1007_s11069-022-05537-y. 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: Sonal Shukla or Springer Nature Abstracting and Indexing (email available below). General contact details of provider: http://www.springer.com .

    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.