Three-dimensional Consolidation

Three-Dimensional Consolidation is a theoretical framework in geomechanics that describes the time-dependent reduction in volume of a saturated porous medium due to the dissipation of excess pore water pressure under applied stress in three orthogonal directions, distinguishing it from simpler one-dimensional models by accounting for spatial variability and anisotropy in stress and flow conditions.

55

Publications

12.8K

Citations

107

Authors

51

Institutions

Publications per year

2017–2026

7

Authors

107

  1. ZY
    Zhi Yong Ai

    Tongji University, China

    4 publications · 95 citations

    4

    h-index

  2. GG
    Giuseppe Gambolati

    University of Padua, Italy

    4 publications · 300 citations

    4

    h-index

  3. ZC
    Zehai Cheng

    Tongji University, China

    2 publications · 54 citations

    2

    h-index

  4. PK
    P. K. Banerjee

    University at Buffalo, State University of New York, United States

    2 publications · 45 citations

    2

    h-index

  5. TY
    Tokuo Yamamoto

    Oregon State University, United States

    2 publications · 695 citations

    2

    h-index

1–5 of 107

Venues

  1. Computers and Geotechnics

    3 publications · 88 citations

    4

    h-index

  2. 3

    h-index

  3. 3

    h-index

  4. Canadian Geotechnical Journal

    3 publications · 102 citations

    3

    h-index

  5. International Journal of Engineering Science

    2 publications · 56 citations

    2

    h-index

1–5