Drained Stability

Drained Stability is a theoretical framework in geotechnical engineering that characterizes the stability of a tunnel face under conditions where pore water pressures have dissipated, distinguishing it from undrained analyses by explicitly accounting for effective stress behavior and long-term soil strength parameters.

12

Publications

600

Citations

34

Authors

19

Institutions

Publications per year

2017–2026

3

Authors

34

  1. DW
    Dariusz Wanatowski

    University of Nottingham, United Kingdom

    2 publications · 152 citations

    2

    h-index

  2. JC
    Jian Chu

    Nanyang Technological University, Singapore

    2 publications · 152 citations

    2

    h-index

  3. WL
    W. L. Loke

    Nanyang Technological University, Singapore

    2 publications · 152 citations

    2

    h-index

  4. AW
    A. W. Bishop

    Imperial College London, United Kingdom

    1 publications · 64 citations

    1

    h-index

  5. AG
    Anurag Gupta

    Indian Institute of Technology Kanpur, India

    1 publications · 12 citations

    1

    h-index

1–5 of 34

Venues

  1. Géotechnique

    4 publications · 111 citations

    4

    h-index

  2. International Journal of Geomechanics

    IJOG · 2 publications · 112 citations

    2

    h-index

  3. Computers and Geotechnics

    2 publications · 45 citations

    2

    h-index

  4. 1

    h-index

  5. Physical Review Letters

    PRL · 1 publications · 119 citations

    1

    h-index

1–5