Primary Consolidation

Primary Consolidation is the time-dependent process of soil volume reduction due to the expulsion of pore water under an applied effective stress, distinguished from secondary compression by its direct dependence on hydraulic conductivity and initial excess pore pressure dissipation.

98

Publications

4.9K

Citations

238

Authors

120

Institutions

Publications per year

2017–2026

17

Authors

238

  1. GM
    G. Mesri

    University of Illinois Urbana-Champaign, United States

    6 publications · 583 citations

    6

    h-index

  2. TF
    Tao Feng

    China Railway Eryuan Engineering Group Co.

    3 publications · 335 citations

    3

    h-index

  3. TD
    Timothy D. Stark

    University of Illinois Urbana-Champaign, United States

    3 publications · 272 citations

    3

    h-index

  4. HE
    Harvey E. Wahls

    North Carolina State University, United States

    3 publications · 169 citations

    3

    h-index

  5. BC
    Brendan C. O’Kelly

    Trinity College Dublin, Ireland

    3 publications · 143 citations

    3

    h-index

1–5 of 238

Venues

  1. Géotechnique

    15 publications · 1K citations

    14

    h-index

  2. 7

    h-index

  3. 7

    h-index

  4. Canadian Geotechnical Journal

    7 publications · 252 citations

    7

    h-index

  5. Geotechnical Testing Journal

    6 publications · 228 citations

    6

    h-index

1–5