IDEAS home Printed from https://ideas.repec.org/a/spr/nathaz/v112y2022i1d10.1007_s11069-021-05185-8.html
   My bibliography  Save this article

Influence of surface roughness on shear behaviors of rock joints under constant normal load and stiffness boundary conditions

Author

Listed:
  • Guansheng Han

    (Shaoxing University
    Nagasaki University)

  • Yu Zhou

    (Shaoxing University)

  • Richeng Liu

    (China University of Mining and Technology)

  • Qiongqiong Tang

    (Shaoxing University)

  • Xingkai Wang

    (Shaoxing University)

  • Leibo Song

    (Shaoxing University)

Abstract

The present study experimentally investigated the shear behaviors of artificial rock samples containing single or double joints under constant normal load (CNL) and constant normal stiffness (CNS) boundary conditions. The influence of surface roughness represented by joint roughness coefficient (JRC) on the evolutions of shear stress, normal stress, and normal displacement as well as the failure mode are analyzed and discussed. The results show that the peak shear stress and peak normal displacement are increased by 104 and 45.1% for single-joint specimens, which are increased by 50.1 and 182.8% for double-joint specimens when JRC ranges from 3.21 to 12.16 under CNL boundary conditions. Under a CNS boundary condition, the shear stress for single-joint and double-joint specimens increases slowly with the increase in shear displacement, and no obvious peak value is observed. However, the shear stress of double-joint specimen is lower than that of single-joint specimen due to that the former has a more complex joint structure. The surface damage degree of the upper joint is larger than that of the lower joint, and the surface failure of the lower joint lags behind that of the upper joint.

Suggested Citation

  • Guansheng Han & Yu Zhou & Richeng Liu & Qiongqiong Tang & Xingkai Wang & Leibo Song, 2022. "Influence of surface roughness on shear behaviors of rock joints under constant normal load and stiffness boundary conditions," 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. 112(1), pages 367-385, May.
    • Handle: RePEc:spr:nathaz:v:112:y:2022:i:1:d:10.1007_s11069-021-05185-8
    DOI: 10.1007/s11069-021-05185-8
    as

    Download full text from publisher

    File URL: http://link.springer.com/10.1007/s11069-021-05185-8
    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/s11069-021-05185-8?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.

    References listed on IDEAS

    as
    1. Ting-Kai Nian & Zhong-Kai Feng & Peng-Cheng Yu & Hui-Jun Wu, 2013. "Strength behavior of slip-zone soils of landslide subject to the change of water content," 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. 68(2), pages 711-721, September.
    Full references (including those not matched with items on IDEAS)

    Citations

    Citations are extracted by the CitEc Project, subscribe to its RSS feed for this item.
    as


    Cited by:

    1. Leibo Song & Dan Zhang & Gang Wang & ShiGui Du & Gaojian Hu & Guansheng Han & Xingkai Wang & Xiqi Liu, 2023. "Evaluation method of local failure characteristics for joint based on white light scanning technology," 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. 116(1), pages 97-110, March.
    2. Qi Zhang & Jin Luo & Sai Wang & Jinsong Zhu & Deshan Cui, 2024. "Shear Behavior of Two-Dimensional Propped Rough Fractures," Energies, MDPI, vol. 17(4), pages 1-15, February.

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.
    1. Huie Chen & Wenliang Ma & Xiaoqing Yuan & Cencen Niu & Bin Shi & Guili Tian, 2022. "Influence of stress conditions on shear behavior of slip zone soil in ring shear test: an experimental study and numerical simulation," 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. 111(2), pages 1179-1197, March.

    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:112:y:2022:i:1:d:10.1007_s11069-021-05185-8. 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.

    If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with 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.