Undrained Loading Response

Undrained Loading Response is the mechanical behavior of saturated soft soil under applied loading conditions wherein pore water pressures are not allowed to dissipate, distinguishing it from drained responses by the predominance of undrained shear strength and volume constraint during deformation.

122

Publications

8.1K

Citations

282

Authors

153

Institutions

Publications per year

2017–2026

31

Authors

282

  1. MR
    Mark Randolph

    The University of Western Australia, Australia

    7 publications · 1.1K citations

    7

    h-index

  2. VN
    V. N. Georgiannou

    National Technical University of Athens, Greece

    4 publications · 158 citations

    4

    h-index

  3. YP
    Y. P. Vaid

    University of British Columbia, Canada

    3 publications · 395 citations

    3

    h-index

  4. FH
    Fred H. Kulhawy

    Cornell University, United States

    3 publications · 81 citations

    3

    h-index

  5. SS
    S. Sivathayalan

    Carleton University, Canada

    2 publications · 306 citations

    2

    h-index

1–5 of 282

Venues

  1. Géotechnique

    23 publications · 3K citations

    19

    h-index

  2. Canadian Geotechnical Journal

    14 publications · 911 citations

    13

    h-index

  3. Journal of Geotechnical Engineering

    8 publications · 594 citations

    8

    h-index

  4. 8

    h-index

  5. 6

    h-index

1–5