Confining Pressure Effects

Confining Pressure Effects is a theoretical construct in rock mechanics that characterizes the influence of externally applied hydrostatic stress on the brittle failure behavior, strength envelope, and deformational mode of rock materials under triaxial loading conditions.

2K

Publications

111.8K

Citations

5.3K

Authors

1.2K

Institutions

Publications per year

2017–2026

790

Authors

5.3K

  1. SY
    Sheng‐Qi Yang

    China University of Mining and Technology, China

    21 publications · 1.2K citations

    18

    h-index

  2. PR
    P.G. Ranjith

    Monash University, Australia

    14 publications · 1.2K citations

    13

    h-index

  3. JF
    J. Fortin

    Laboratoire de Géologie de l’École Normale Supérieure, France

    13 publications · 1.1K citations

    13

    h-index

  4. MH
    Masayuki Hyodo

    Yamaguchi University, Japan

    12 publications · 587 citations

    12

    h-index

  5. YL
    Yanghui Li

    Dalian University of Technology, China

    12 publications · 812 citations

    12

    h-index

1–5 of 5.3K

Venues

  1. Journal of Geophysical Research Atmospheres

    JGR · 126 publications · 20K citations

    71

    h-index

  2. Rock Mechanics and Rock Engineering

    62 publications · 3.6K citations

    35

    h-index

  3. Journal of Geophysical Research Solid Earth

    58 publications · 2.7K citations

    31

    h-index

  4. Geophysical Research Letters

    38 publications · 2K citations

    29

    h-index

  5. Canadian Geotechnical Journal

    42 publications · 2.5K citations

    29

    h-index

1–5