Joint Persistence Effects

Joint Persistence Effects is a structural geomechanics construct that characterizes the influence of the continuous, planar extent of discontinuities within a rock mass on its overall mechanical behavior, permeability, and failure mechanisms, distinguishing it from other joint-related effects by specifically quantifying the role of fracture trace length and connectivity in determining rock mass integrity.

9

Publications

537

Citations

36

Authors

15

Institutions

Publications per year

2017–2026

5

Authors

36

  1. JH
    Jie Hu

    Shandong University, China

    2 publications · 47 citations

    2

    h-index

  2. XW
    Xintong Wang

    Shandong University, China

    2 publications · 47 citations

    2

    h-index

  3. PH
    Pinnaduwa H.S.W. Kulatilake

    University of Arizona, United States

    2 publications · 226 citations

    2

    h-index

  4. XC
    Xin Chen

    China University of Mining and Technology, China

    2 publications · 226 citations

    2

    h-index

  5. CH
    Chenchen Huang

    China University of Petroleum, East China, China

    1 publications · 106 citations

    1

    h-index

1–5 of 36

Venues

  1. Rock Mechanics and Rock Engineering

    2 publications · 47 citations

    2

    h-index

  2. Construction and Building Materials

    1 publications · 106 citations

    1

    h-index

  3. Chemosphere

    1 publications · 26 citations

    1

    h-index

  4. Engineering Geology

    1 publications · 167 citations

    1

    h-index

  5. Academy of Management Journal

    AMJ · 1 publications · 64 citations

    1

    h-index

1–5