Stress Path Effects

Stress Path Effects is the phenomenon in rock mechanics whereby the mechanical response and stability of an underground opening are influenced by the sequence and magnitude of applied stress changes during excavation, distinct from mere stress state conditions.

180

Publications

11.8K

Citations

538

Authors

231

Institutions

Publications per year

2017–2026

69

Authors

538

  1. YP
    Y. P. Vaid

    University of British Columbia, Canada

    6 publications · 646 citations

    6

    h-index

  2. CS
    C. S. Desai

    University of Arizona, United States

    4 publications · 155 citations

    4

    h-index

  3. SC
    Shichun Chi

    Dalian University of Technology, China

    3 publications · 103 citations

    3

    h-index

  4. BX
    Biao Xiang

    Dalian University of Technology, China

    3 publications · 103 citations

    3

    h-index

  5. LG
    Liangjie Gu

    Northeastern University, China

    2 publications · 81 citations

    2

    h-index

1–5 of 538

Venues

  1. Canadian Geotechnical Journal

    21 publications · 2.3K citations

    19

    h-index

  2. Géotechnique

    14 publications · 2.7K citations

    14

    h-index

  3. International Journal of Geomechanics

    IJOG · 12 publications · 565 citations

    10

    h-index

  4. Acta Geotechnica

    6 publications · 212 citations

    6

    h-index

  5. Journal of Geotechnical Engineering

    6 publications · 366 citations

    6

    h-index

1–5