Triaxial Compression Failure

Triaxial Compression Failure is a rock mechanics failure criterion that characterizes the stress state at which brittle rock fractures under a confining pressure environment, distinguished from other failure modes by the application of both axial and lateral pressures in a triaxial testing configuration.

745

Publications

43.1K

Citations

2.1K

Authors

592

Institutions

Publications per year

2017–2026

395

Authors

2.1K

  1. XF
    Xia‐Ting Feng

    Institute of Rock and Soil Mechanics, China

    26 publications · 2.1K citations

    24

    h-index

  2. SY
    Sheng‐Qi Yang

    China University of Mining and Technology, China

    16 publications · 1.7K citations

    17

    h-index

  3. XZ
    Xiwei Zhang

    Northeastern University, China

    14 publications · 1.3K citations

    14

    h-index

  4. FT
    Fumio Tatsuoka

    The University of Tokyo, Japan

    10 publications · 527 citations

    10

    h-index

  5. CY
    Chengxiang Yang

    Northeastern University, China

    10 publications · 785 citations

    10

    h-index

1–5 of 2.1K

Venues

  1. 42

    h-index

  2. Rock Mechanics and Rock Engineering

    62 publications · 4.5K citations

    39

    h-index

  3. Construction and Building Materials

    30 publications · 1.7K citations

    26

    h-index

  4. SOILS AND FOUNDATIONS

    21 publications · 1.2K citations

    18

    h-index

  5. 18

    h-index

1–5