Time-dependent Load Transfer

Time-Dependent Load Transfer is a theoretical framework in foundation engineering that characterizes the progressive redistribution of structural loads from a foundation to the surrounding soil or rock medium over time, distinguishing itself from instantaneous load transfer models by explicitly incorporating time-sensitive material behaviors such as creep, consolidation, and stress relaxation.

38

Publications

2.1K

Citations

104

Authors

43

Institutions

Publications per year

2017–2026

14

Authors

104

  1. IH
    In Hwan Yang

    Seoul National University, South Korea

    2 publications · 107 citations

    2

    h-index

  2. AN
    A.F. Nisbet

    Government of the United Kingdom, United Kingdom

    2 publications · 101 citations

    2

    h-index

  3. SS
    S. Shaw

    Government of the United Kingdom, United Kingdom

    2 publications · 101 citations

    2

    h-index

  4. MR
    Mohammad Reza Iravani

    University of Toronto, Canada

    2 publications · 55 citations

    2

    h-index

  5. MP
    Min‐Seok Park

    Pohang University of Science and Technology, South Korea

    1 publications · 25 citations

    1

    h-index

1–5 of 104

Venues

  1. Engineering Structures

    4 publications · 143 citations

    4

    h-index

  2. Applied Mathematical Modelling

    3 publications · 38 citations

    3

    h-index

  3. Computers and Geotechnics

    2 publications · 41 citations

    2

    h-index

  4. Rock Mechanics and Rock Engineering

    2 publications · 525 citations

    2

    h-index

  5. Journal of Environmental Radioactivity

    2 publications · 101 citations

    2

    h-index

1–5