One-dimensional Consolidation

One-Dimensional Consolidation is a theoretical model in geotechnical engineering that describes the time-dependent compression of saturated soil layers under applied loading, where water expulsion and stress transfer occur exclusively in the vertical direction, distinguishing it from multi-axial consolidation theories by assuming lateral strain confinement.

380

Publications

18.4K

Citations

795

Authors

344

Institutions

Publications per year

2017–2026

122

Authors

795

  1. GM
    Guoxiong Mei

    Guangxi University, China

    15 publications · 481 citations

    13

    h-index

  2. DS
    De’an Sun

    Shanghai University, China

    12 publications · 611 citations

    12

    h-index

  3. XK
    Xie Kang-he

    Zhejiang University, China

    12 publications · 539 citations

    11

    h-index

  4. AQ
    Aifang Qin

    Shanghai University, China

    11 publications · 505 citations

    11

    h-index

  5. PJ
    Patrick J. Fox

    University of California San Diego, United States

    10 publications · 521 citations

    10

    h-index

1–5 of 795

Venues

  1. Géotechnique

    34 publications · 3.3K citations

    25

    h-index

  2. Computers and Geotechnics

    31 publications · 1.5K citations

    23

    h-index

  3. 23

    h-index

  4. International Journal of Geomechanics

    IJOG · 31 publications · 926 citations

    20

    h-index

  5. Canadian Geotechnical Journal

    25 publications · 2K citations

    19

    h-index

1–5