Skip to main content
SpringerLink
Log in

Discussion on “A Peak Dilation Angle Model Considering the Real Contact Area for Rock Joints” Liren Ban, Weisheng Du and Chengzhi Qi, Rock Mech Rock Eng, DOI:10.1007/s00603-020-02193-1

  • Discussion
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2

References

  • Ban L, Du W, Qi C (2020) A Peak Dilation Angle Model Considering the Real Contact Area for Rock Joints. Rock Mech Rock Eng 53:4909–4923. https://doi.org/10.1007/s00603-020-02193-1

    Article  Google Scholar 

  • Chen X, Zeng Y, Sun H, Liu W (2019) A new model of the initial dilatancy angle of rock joints based on grasselli’s morphological parameters. Chinese J Rock Mech Eng 38(01):137–156 (In Chinese)

    Google Scholar 

  • Grasselli, G (2001) Shear strength of rock joints based on quantified surface description. Ph.D. thesis, University of Swiss federal Institute of Technology in Lausa, Switzerland

  • Grasselli G, Wirth J, Egger P (2002) Quantitative three-dimensional description of a rough surface and parameter evolution with shearing. Int J Rock Mech Min 39(6):789–800

    Article  Google Scholar 

  • Johansson F, Stille H (2014) A conceptual model for the peak shear strength of fresh and unweathered rock joints. Int J Rock Mech Min 69:31–38

    Article  Google Scholar 

  • Li Y, Wu W, Li B (2018) An analytical model for the shear behaviour of rock joins under constant normal stiffness conditions. Rock Mech Rock Eng 51(5):1431–1445

    Article  Google Scholar 

  • Li Y, Sun S, Tang C (2019) Analytical prediction of the shear behaviour of rock joints with quantified waviness and unevenness through wavelet analysis. Rock Mech Rock Eng 52(10):3645–3657

    Article  Google Scholar 

  • Liu Q, Tian Y, Liu D, Jiang Y (2017) Updates to \({JRC}\)-\({JCS}\) model for estimating the peak shear strength of rock joints based on quantified surface description. Eng Geol 228:282–300

    Article  Google Scholar 

  • Tatone BS (2009) Quantitative characterization of natural rock discontinuity roughness in-situ and in the laboratory. Master’s thesis, Department of Civil Engineering, University of Toronto

  • Xia C, Tang Z, Xiao W, Song Y (2014) New peak shear strength criterion of rock joints based on quantified surface description. Rock Mech Rock Eng 47(2):387–400

    Article  Google Scholar 

  • Yang J, Rong G, Hou D, Peng J, Zhou C (2016) Experimental study on peak shear strength criterion for rock joints. Rock Mech Rock Eng 49(3):821–835

    Article  Google Scholar 

  • Zou L, Li B, Mo Y, Cvetkovic V (2020) A high-resolution contact analysis of rough-walled crystalline rock fractures subject to normal stress. Rock Mech Rock Eng 53:2141–2155

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

  1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China

    Yingchun Li

Authors
  1. Yingchun Li
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Yingchun Li.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Supplementary Information

Below is the link to the electronic supplementary material.

Supplementary file1 (XLSX 32 KB)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, Y. Discussion on “A Peak Dilation Angle Model Considering the Real Contact Area for Rock Joints” Liren Ban, Weisheng Du and Chengzhi Qi, Rock Mech Rock Eng, DOI:10.1007/s00603-020-02193-1. Rock Mech Rock Eng 54, 5965–5968 (2021). https://doi.org/10.1007/s00603-021-02440-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-021-02440-z

Search

Navigation