Undrained Stability

Undrained Stability is a geomechanical condition assessment that characterizes the short-term stability of a tunnel face in saturated clayey soils where excess pore water pressures do not have sufficient time to dissipate, thereby preventing effective stress redistribution and requiring analysis under incompressible undrained material behavior.

95

Publications

5.5K

Citations

184

Authors

89

Institutions

Publications per year

2017–2026

37

Authors

184

  1. SK
    Suraparb Keawsawasvong

    Thammasat University, Thailand

    18 publications · 973 citations

    16

    h-index

  2. BU
    Boonchai Ukritchon

    Chulalongkorn University, Thailand

    13 publications · 1K citations

    13

    h-index

  3. SW
    Scott W. Sloan

    University of Newcastle Australia, Australia

    12 publications · 1.1K citations

    12

    h-index

  4. AV
    A. V. Lyamin

    University of Newcastle Australia, Australia

    6 publications · 462 citations

    6

    h-index

  5. AA
    Ali Assadi

    Zanjan University of Medical Sciences, Iran

    5 publications · 411 citations

    5

    h-index

1–5 of 184

Venues

  1. Computers and Geotechnics

    14 publications · 980 citations

    13

    h-index

  2. Géotechnique

    8 publications · 949 citations

    8

    h-index

  3. Canadian Geotechnical Journal

    8 publications · 404 citations

    8

    h-index

  4. International Journal of Geomechanics

    IJOG · 6 publications · 190 citations

    6

    h-index

  5. SOILS AND FOUNDATIONS

    5 publications · 239 citations

    5

    h-index

1–5