Consolidation Effects

Consolidation Effects is a geotechnical phenomenon characterized by the time-dependent reduction in volume of saturated fine-grained soils due to the dissipation of excess pore water pressure under sustained loading, distinguishing it from immediate elastic or shear deformations in foundation behavior.

187

Publications

7.2K

Citations

558

Authors

243

Institutions

Publications per year

2017–2026

55

Authors

558

  1. MR
    Mark Randolph

    The University of Western Australia, Australia

    8 publications · 478 citations

    8

    h-index

  2. MC
    Mark Cassidy

    The University of Western Australia, Australia

    5 publications · 165 citations

    5

    h-index

  3. CG
    Christophe Gaudin

    The University of Western Australia, Australia

    4 publications · 134 citations

    4

    h-index

  4. DW
    David White

    The University of Western Australia, Australia

    4 publications · 161 citations

    4

    h-index

  5. WC
    Wenwu Chen

    Lanzhou University, China

    3 publications · 139 citations

    3

    h-index

1–5 of 558

Venues

  1. Géotechnique

    21 publications · 1.2K citations

    19

    h-index

  2. SOILS AND FOUNDATIONS

    9 publications · 276 citations

    9

    h-index

  3. International Journal of Geomechanics

    IJOG · 8 publications · 298 citations

    8

    h-index

  4. Geotechnical Testing Journal

    6 publications · 198 citations

    6

    h-index

  5. Canadian Geotechnical Journal

    6 publications · 422 citations

    6

    h-index

1–5